Township of Stillwater, NJ Site Improvement Standards for Residential and Nonresidential Development

Off-street parking areas shall be oriented to and shall be located within a reasonable walking distance of the buildings they are designed to serve, and shall be provided pursuant to the requirements of § 240-116B.

Parking areas for individual uses shall be designed to be interconnected with adjacent properties, whenever possible, and shall utilize common entrance(s) and exit(s), where feasible, in order to minimize access points to the street.

No parking of vehicles shall be permitted in fire lanes, streets, driveways or aisles, landscaped areas, buffer areas, sidewalks or turning areas except as may otherwise be permitted by this chapter. The arrangement of off-street parking and loading spaces shall be such that no vehicle shall have occasion to back into any street.

Internal roads, parking access aisles, parking areas, curbs and landscaping shall be designed to reasonably accommodate the turning movements of emergency vehicles regularly and routinely serving the Township of Stillwater without requiring the mounting of curbs or interference with landscaping.

Where there is a row of contiguous perpendicular or angled parking stalls facing the facade of a building, there shall be a distance of at least nine feet in width between the building facade and the parking stalls, defined by curbing, to allow access of an emergency vehicle to the facade of each building facing such parking.

Moreover, where required by the Board and/or the Township Subcode Official or other such designated Township official, there shall be a designated fire lane at least 18 feet in width in front of the primary entrance into the principal building where the parking of vehicles shall not be permitted.

All parking and loading areas, temporary stopping areas, maneuvering spaces, and driveways and access aisles shall be located in accordance with the provisions of Article XI of this chapter, as applicable, except that such areas, spaces, driveways and/or aisles shall be set back at least 10 feet from any property line or street line regarding nonresidential uses.

Parking spaces may be on, above or below the surface of the ground. When parking spaces are provided within a garage or other structure, said structure shall adhere to the proper accessory or principal building setbacks specified in Article XI of this chapter.

(7)

The provision of parking spaces shall include adequate driveway and necessary turning areas for handling the vehicles for which provision is made. Except for the driveway providing access to a garage, all parking areas shall be designed to permit a motor vehicle to proceed to and from a parking space without requiring the moving of any other motor vehicle.

(8)

The width of all aisles or driveways providing direct access to individual parking spaces shall have the following minimum dimensions; where the angle of parking is different on both sides of the aisle or driveway, the larger width shall prevail:

Angle of Parking Space	One-Way Aisle/Driveway	Two-Way Aisle/Driveway
90°	Not permitted	24 feet
60°	18 feet	Not permitted
45°	15 feet	Not permitted
30°	12 feet	Not permitted
Parallel	12 feet	20 feet

(9)

Parking spaces, including handicapped parking spaces, shall be dimensioned in accordance with the definition of "parking space" in § 240-4 of this chapter.

(10)

Parking for the physically handicapped shall comply with the requirements of the Barrier-Free Subcode of the New Jersey Uniform Construction Code, N.J.A.C. 5:23-7.13 and 5:23-7:14 and the American Disabilities Act (ADA).

Paving and curbing.

All parking and loading areas and access drives shall be paved in accordance with the following requirements unless otherwise specified by the Planning Board or the Zoning Board of Adjustment, as case may be:

Areas of ingress and egress, parking stalls, loading and unloading areas, major interior driveways or access aisles and other areas likely to experience heavy traffic shall be paved with not less than five inches of compacted base course of plant mixed bituminous, stabilized base course (Mix No. I-2), and constructed in accordance with New Jersey State Highway Standard Specifications For Road And Bridge Construction (1989), or most current, and any amendments thereto. A minimum two inches compacted wearing surface of bituminous concrete mixtures (Mix No. I-5) shall be constructed thereon in accordance with the aforesaid New Jersey Highway Department specifications and amendments thereto.

Where subgrade conditions of proposed paved areas are wet, yielding or of such a nature that surfacing would be inadvisable without first treating the subgrade, the areas shall be excavated to a suitable depth at least six inches below the proposed grade and filled with dense graded aggregate base materials as approved by the Township Engineer. Where required by the Township Engineer, a system of subsurface drains or an alternate solution approved by the Township Engineer shall be constructed beneath the surface of the paved area and connected to a suitable drain. After the subbase material has been properly placed and compacted, the surfacing material, as described heretofore, shall be constructed thereon.

All paved parking and loading areas and access drives shall be curbed. Curbing shall be depressed at the driveway or the curbing may be rounded at the corners and the driveway connected with the street in the same manner as another street.

All off-street parking lots shall have adequate designations to indicate traffic flow and parking spaces.

All construction shall be in accordance with the Standard Construction and Detail Sheets as may be promulgated by the Township Engineer and adopted by the Township and the most current New Jersey Standard Specifications for Road and Bridge Construction and any amendments thereto.

The Planning Board or the Zoning Board of Adjustment, as the case may be, at the request of the applicant and in consideration of the specific parking needs of the applicant, may permit a reduction in the paved area devoted to parking provided that the following conditions are met:

The submitted plan shall include all the parking spaces required by this chapter, and shall include those spaces to be paved and those requested not to be paved;

All parking areas not to be paved shall be suitably landscaped, and such landscaping shall be indicated on the submitted plan and be in addition to landscaping otherwise required;

The drainage system for the site shall be designed to accommodate the surface water runoff from all parking and driveway areas, considering all such areas to be paved, whether proposed to be paved as part of the application approval or deferred to a possible future date; and

The applicant shall agree in writing on the submitted plan to pave any or all of the nonpaved parking areas should the paved parking areas prove to be inadequate to accommodate the on-site parking needs of the premises.

Access.

Access to parking lots shall be designed so as not to induce queues on travel ways, and to provide adequate pedestrian circulation and safety. There shall be adequate provision for ingress to and egress from all parking spaces to ensure ease of mobility, ample clearance, and the safety of vehicles and pedestrians.

The center lines of any separate access driveways to a single lot shall be spaced at least 125 feet apart. Moreover, the edge of any access driveway shall not be located closer than 50 feet or 1/2 the lot frontage, which ever is greater, to the street line of any intersecting street except that in no case need the setback distance exceed 200 feet.

Only one driveway access shall be permitted for any lot with 150 feet or less of frontage; two driveways shall be permitted for lots between 150 feet and 300 feet of frontage, and the number of driveways permitted for lots with more than 300 feet of frontage shall be determined during the development application review and approval process.

For driveways serving one-way traffic, the minimum width shall be 15 feet and maximum width shall not exceed 25 feet.

For driveways serving two-way traffic, the minimum width shall be 24 feet and the maximum width shall be 36 feet.

All points of access shall be graded, and adequate drainage facilities shall be installed to prevent stormwater runoff from entering the public road. Where possible, driveway grades shall not exceed 10%. Moreover, any vertical curve on a driveway shall be flat enough to prevent the dragging of any vehicle undercarriage. All driveway profiles and grades shall be submitted to the Planning Board or to the Zoning Board of Adjustment, as the case may be, as part of a subdivision and/or site plan application, and shall be reviewed and approved by the Board.

(7)

Driveways used for two-way operation shall intersect any road at an angle as near 90° as site conditions will permit and in no case less than 75°. Driveways used by vehicles in one direction of travel (right turn only) may form an angle smaller than 75°, but only with a nonlocal road and when acceleration and deceleration lanes are provided.

(8)

Where a driveway serves right-turning traffic exiting from a parking area containing 200 or more parking spaces to an abutting road functioning and/or classified as a collector or an arterial road, an acceleration lane shall be provided in accordance with A Policy of Geometric Design of Rural Highways, American Association of State Highway and Transportation Officials.

(9)

Where a driveway serves as an entrance to a development containing 50 or more parking spaces, a deceleration lane shall be provided for traffic turning right into the driveway from any road functioning and/or classified as a collector or an arterial road. The deceleration lane shall be at least 200 feet long and 13 feet wide, measured from the abutting roadway curbline. A minimum 40 foot curb return radius shall be used from the deceleration lane into the driveway.

(10)

Any curb opening shall be properly reconstructed to the satisfaction of the Township Engineer.

Off-street loading.

Each principal building shall provide at least one off-street loading space at the side or rear of the building or within the building. Each loading space shall be at last 15 feet in width by 40 feet in length, with adequate ingress and egress from a public street and with adequate space for maneuvering. Additional spaces may be necessary and required dependent upon the specific activity. There shall be no loading or unloading from the street.

There shall be at least one trash and garbage pickup location, including provisions for recyclable materials, provided by each building. The location shall be separated from the parking spaces by either a location within the building or in a pickup location outside the building which shall be a steel-like, totally enclosed container located in a manner to be obscured from view from parking areas, streets and adjacent residential uses or zoning districts by a fence, wall, planting or combination of all three. If located within the building, the doorway may serve both the loading and trash/garbage functions and, if located outside the building, it may be located adjacent to or within the general loading area(s), provided that the container in no way interferes with or restricts the loading and unloading functions.

Buffer screening.

Buffer screening shall be required in the following instances:

Between any nonresidential off-street parking area and any lot line or street line, except where a building intervenes or where the distance between the off-street parking area and the lot line or street line is greater than 150 feet;

Between any off-street loading area and any lot line or street line, except where a building intervenes or where a wall is extended from a building in order to visually screen the loading area;

Wherever the Planning Board or the Zoning Board of Adjustment reasonably requires such buffer screening as a condition of site plan and/or subdivision approval.

Buffer screening, where required shall consist of a strip of land at least 10 feet wide, densely planted with evergreen trees, at least four feet high at the time of planting, of a suitable type and species that will form a year-round, dense screen at least six feet high within a three-year time period.

The evergreen trees planted as part of a buffer screening shall be planted in locations so that, at maturity, their branches will be no closer than three feet to any street or property line.

Subject to approval by the Planning Board/Zoning Board of Adjustment, the buffer screening also may include earthen berms, fencing and/or walls in combination with the evergreen plantings in order to visually shield or obscure one abutting or nearby structure or use from another.

All such screening shall be maintained in good condition at all times, and shall be interrupted only by sight triangle easements, sidewalks and driveways.

Landscaping.

Each nonresidential parking area shall have a minimum area equivalent to one parking space per every 30 parking spaces landscaped as follows:

Approximately 1/2 of the landscaped area shall have trees with branches no lower than seven feet above ground level and approximately 1/2 of the landscaped area shall have shrubs no higher than three feet above ground level; and

The landscaping shall be distributed throughout the parking area in order to break the view of parked cars in a manner not impairing driver visibility.

A minimum of 12 trees (a combination of shade trees and decorative flowering trees) shall be planted per gross acre of land area not covered by buildings, driveways and parking areas, except and provided as follows:

Any vegetation to be planted in order to meet the buffer screening requirements of this chapter noted hereinabove in § 240-88E, respectively, shall not count towards the minimum 12 tree per acre requirement noted herein in this subsection;

Where the Planning Board/Zoning Board of Adjustment finds that sufficient vegetation exists on a residential lot and/or that insufficient land is available to plant the required number of trees, the Board may waive the requirement to plant some or all of the trees.

On-site lighting. (See also § 240-116C.)

All parking areas and walkways thereto and appurtenant passageways and driveways serving commercial, public, office or other uses having common off-street parking and/or loading areas shall be adequately illuminated for security and safety purposes.

The applicant is required to submit a lighting plan indicating the location of the lighting fixtures, the direction of illumination, the wattage and isolux curves for each fixture, the hours of operation of the lighting and the details of the lighting poles and the luminaries, in accordance with the following:

The lighting is to be provided by fixtures with a mounting height not higher than 25 feet, measured from the ground level to the center line of the light source;

The lighting fixtures are to include nonglare lights with recessed lenses focused downward and with cutoff shields as appropriate in order to mitigate against adverse impacts upon adjacent and nearby properties, the safety of traffic along adjacent roadways and overhead sky glow;

The light intensity provided at ground level shall be indicated in footcandles on the submitted plans and shall average not less than 0.5 footcandles at intersections and 0.3 footcandles elsewhere in the area to be illuminated, and shall average not more than 4.0 footcandles throughout the area to be illuminated; and

Except for any lighting determined by the Planning Board/Board of Adjustment to be necessary and/or advisable to security purposes, all other lighting is to be controlled by circuit timers so that the lights are automatically turned off after business hours with the exception of the illumination of the American flag.

[Amended 12-1-2009 by Ord. No. 2009-12]

Light fixtures used to illuminate flags, statues or any other objects mounted on a pole, pedestal or platform shall use a narrow cone beam of light that will not extend beyond the illuminated object.

[Added 12-1-2009 by Ord. No. 2009-12[1]]

Editor's Note: This ordinance also provided that all affected properties must be in compliance within 90 days of its adoption.

Other upward-directed architectural, landscape or decorative light emissions shall have at least 90% of their total distribution pattern within the profile of the illuminated structure.

[Added 12-1-2009 by Ord. No. 2009-12]

Recreational and sports facility lighting shall be prohibited.

[Added 12-1-2009 by Ord. No. 2009-12]

Externally illuminated signs, including building, identification or other similar signs, shall comply with the following:

[Added 12-1-2009 by Ord. No. 2009-12]

Top-mounted light fixtures shall be shielded so as to prevent light extending beyond the illuminated structure.

When top-mounted light fixtures are not feasible, illumination from other positional light fixtures shall be restricted to the sign area. Visors or other directional control devices will prevent light from extending beyond the illuminated object.

The use of lights having a blinking, flashing, pennant or fluttering quality, or the use of illuminating devices which have a changing light intensity, brightness or color are prohibited.

Residential applications.

[Added 12-1-2009 by Ord. No. 2009-12[2]]

All outdoor lighting fixtures shall be designated, installed, located and maintained such that nuisance glare onto adjacent properties or streets shall be minimized and all direct illuminations kept within the boundaries of the fixture owner’s property.

Any bright light shining onto adjacent property or streets which would result in a nuisance glare or a disabling glare shall not be permitted. Light trespass beyond property boundaries shall be considered noncompliant.

Area lights on private property must be shielded to prevent light trespass and nuisance sky light.

Editor's Note: This ordinance also provided that all affected properties must be in compliance within 90 days of its adoption.

§ 240-89 Stormwater management.

[Amended 4-25 2006 by Ord. No. 2006-7; 9-4-2007 by Ord. No. 2007-19; 3-2-2021 by Ord. No. 2021-03]

Scope and purpose.

Policy statement. Flood control, groundwater recharge, and pollutant reduction shall be achieved through the use of stormwater management measures, including green infrastructure best management practices (GI BMPs) and nonstructural stormwater management strategies. GI BMPs and low-impact development (LID) should be utilized to meet the goal of maintaining natural hydrology to reduce stormwater runoff volume, reduce erosion, encourage infiltration and groundwater recharge, and reduce pollution. GI BMPs and LID should be developed based upon physical site conditions and the origin, nature and the anticipated quantity, or amount, of potential pollutants. Multiple stormwater management BMPs may be necessary to achieve the established performance standards for water quality, quantity, and groundwater recharge.

Purpose. The purpose of this section is to establish minimum stormwater management requirements and controls for "major development," as defined below in § 240-89B.

Applicability.

This section shall be applicable to the following major developments:

Nonresidential major developments; and

Aspects of residential major developments that are not preempted by the Residential Site Improvement Standards at N.J.A.C. 5:21.

This section shall also be applicable to all major developments undertaken by the Township of Stillwater.

Compatibility with other permit and ordinance requirements.

Development approvals issued pursuant to this section are to be considered an integral part of development approvals and do not relieve the applicant of the responsibility to secure required permits or approvals for activities regulated by any other applicable code, rule, act, or ordinance. In their interpretation and application, the provisions of this section shall be held to be the minimum requirements for the promotion of the public health, safety, and general welfare.

CONTRIBUTORY DRAINAGE AREA

This section is not intended to interfere with, abrogate, or annul any other ordinances, rule or regulation, statute, or other provision of law except that, where any provision of this section imposes restrictions different from those imposed by any other ordinance, rule or regulation, or other provision of law, the more restrictive provisions or higher standards shall control.

Definitions. For the purpose of this section, the following terms, phrases, words and their derivations shall have the meanings stated herein unless their use in the text of this section clearly demonstrates a different meaning. When not inconsistent with the context, words used in the present tense include the future, words used in the plural number include the singular number, and words used in the singular number include the plural number. The word "shall" is always mandatory and not merely directory. The definitions below are the same as or based on the corresponding definitions in the Stormwater Management Rules at N.J.A.C. 7:8-1.2.

COMMUNITY BASIN

An infiltration system, sand filter designed to infiltrate, standard constructed wetland, or wet pond, established in accordance with N.J.A.C. 7:8-4.2(c)14, that is designed and constructed in accordance with the New Jersey Stormwater Best Management Practices Manual, or an alternate design, approved in accordance with N.J.A.C. 7:8-5.2(g), for an infiltration system, sand filter designed to infiltrate, standard constructed wetland, or wet pond and that complies with the requirements of this section.

COMPACTION

The increase in soil bulk density.

The area from which stormwater runoff drains to a stormwater management measure, not including the area of the stormwater management measure itself.

CORE

A pedestrian-oriented area of commercial and civic uses serving the surrounding municipality, generally including housing and access to public transportation.

COUNTY REVIEW AGENCY

An agency designated by the County Board of Commissioners to review municipal stormwater management plans and implementing ordinance(s). The county review agency may either be:

A county planning agency; or

ENVIRONMENTALLY CONSTRAINED AREA

A county water resource association created under N.J.S.A. 58:16A-55.5, if the ordinance or resolution delegates authority to approve, conditionally approve, or disapprove municipal stormwater management plans and implementing ordinances.

DEPARTMENT

The New Jersey Department of Environmental Protection.

DESIGN ENGINEER

A person professionally qualified and duly licensed in New Jersey to perform engineering services that may include, but not necessarily be limited to, development of project requirements, creation and development of project design and preparation of drawings and specifications.

DESIGNATED CENTER

A State Development and Redevelopment Plan Center as designated by the State Planning Commission such as urban, regional, town, village, or hamlet.

DEVELOPMENT

The division of a parcel of land into two or more parcels, the construction, reconstruction, conversion, structural alteration, relocation or enlargement of any building or structure, any mining excavation or landfill, and any use or change in the use of any building or other structure, or land or extension of use of land, for which permission is required under the Municipal Land Use Law, N.J.S.A. 40:55D-1 et seq. In the case of development of agricultural land, "development" means any activity that requires a state permit, any activity reviewed by the County Agricultural Board (CAB) and the State Agricultural Development Committee (SADC), and municipal review of any activity not exempted by the Right to Farm Act, N.J.S.A. 4:1C-1 et seq.

DISTURBANCE

The placement or reconstruction of impervious surface or motor vehicle surface, or exposure and/or movement of soil or bedrock or clearing, cutting, or removing of vegetation. Milling and repaving is not considered disturbance for the purposes of this definition.

DRAINAGE AREA

A geographic area within which stormwater, sediments, or dissolved materials drain to a particular receiving water body or to a particular point along a receiving water body.

The following areas where the physical alteration of the land is in some way restricted, either through regulation, easement, deed restriction or ownership such as: wetlands, floodplains, threatened and endangered species sites or designated habitats, and parks and preserves. Habitats of endangered or threatened species are identified using the Department's Landscape Project as approved by the Department's Endangered and Nongame Species Program.

ENVIRONMENTALLY CRITICAL AREA

An area or feature which is of significant environmental value, including but not limited to: stream corridors, natural heritage priority sites, habitats of endangered or threatened species, large areas of contiguous open space or upland forest, steep slopes, and wellhead protection and groundwater recharge areas. Habitats of endangered or threatened species are identified using the Department's Landscape Project as approved by the Department's Endangered and Nongame Species Program.

EROSION

The detachment and movement of soil or rock fragments by water, wind, ice, or gravity.

GREEN INFRASTRUCTURE

A stormwater management measure that manages stormwater close to its source by:

Treating stormwater runoff through infiltration into subsoil;

Treating stormwater runoff through filtration by vegetation or soil; or

HUC 14 or HYDROLOGIC UNIT CODE 14

Storing stormwater runoff for reuse.

An area within which water drains to a particular receiving surface water body, also known as a subwatershed, which is identified by a fourteen-digit hydrologic unit boundary designation, delineated within New Jersey by the United States Geological Survey.

IMPERVIOUS SURFACE

A surface that has been covered with a layer of material so that it is highly resistant to infiltration by water.

INFILTRATION

The process by which water seeps into the soil from precipitation.

LEAD PLANNING AGENCY

One or more public entities having stormwater management planning authority designated by the regional stormwater management planning committee pursuant to N.J.A.C. 7:8-3.2, that serves as the primary representative of the committee.

MAJOR DEVELOPMENT

An individual "development," as well as multiple developments that individually or collectively result in the disturbance of one or more acres of land since February 2, 2004. Major development includes all developments that are part of a common plan of development or sale (for example, phased residential development) that collectively or individually result in the disturbance of one or more acres of land since February 2, 2004. Projects undertaken by any government agency that otherwise meet the definition of "major development" but which do not require approval under the Municipal Land Use Law, N.J.S.A. 40:55D-1 et seq., are also considered "major development."

MOTOR VEHICLE

Land vehicles propelled other than by muscular power, such as automobiles, motorcycles, autocycles, and low-speed vehicles. For the purposes of this definition, motor vehicle does not include farm equipment, snowmobiles, all-terrain vehicles, motorized wheelchairs, go-carts, gas buggies, golf carts, ski-slope grooming machines, or vehicles that run only on rails or tracks.

MOTOR VEHICLE SURFACE

Any pervious or impervious surface that is intended to be used by "motor vehicles" and/or aircraft, and is directly exposed to precipitation including, but not limited to, driveways, parking areas, parking garages, roads, racetracks, and runways.

MUNICIPALITY

Any city, borough, town, township, or village.

NEW JERSEY STORMWATER BEST MANAGEMENT PRACTICES (BMP) MANUAL or BMP MANUAL

The manual maintained by the Department providing, in part, design specifications, removal rates, calculation methods, and soil testing procedures approved by the Department as being capable of contributing to the achievement of the stormwater management standards specified in this section. The BMP Manual is periodically amended by the Department as necessary to provide design specifications on additional best management practices and new information on already included practices reflecting the best available current information regarding the particular practice and the Department's determination as to the ability of that best management practice to contribute to compliance with the standards contained in this section. Alternative stormwater management measures, removal rates, or calculation methods may be utilized, subject to any limitations specified in this section, provided the design engineer demonstrates to the municipality, in accordance with § 240-89D(6) and N.J.A.C. 7:8-5.2(g), that the proposed measure and its design will contribute to achievement of the design and performance standards established by this section.

NODE

An area designated by the State Planning Commission concentrating facilities and activities which are not organized in a compact form.

NUTRIENT

A chemical element or compound, such as nitrogen or phosphorus, which is essential to and promotes the development of organisms.

PERSON

Any individual, corporation, company, partnership, firm, association, political subdivision of this state and any state, interstate or federal agency.

POLLUTANT

Any dredged spoil, solid waste, incinerator residue, filter backwash, sewage, garbage, refuse, oil, grease, sewage sludge, munitions, chemical wastes, biological materials, medical wastes, radioactive substance [except those regulated under the Atomic Energy Act of 1954, as amended (42 U.S.C. §§ 2011 et seq.)], thermal waste, wrecked or discarded equipment, rock, sand, cellar dirt, industrial, municipal, agricultural, and construction waste or runoff, or other residue discharged directly or indirectly to the land, groundwaters or surface waters of the state, or to a domestic treatment works. "Pollutant" includes both hazardous and nonhazardous pollutants.

RECHARGE

The amount of water from precipitation that infiltrates into the ground and is not evapotranspired.

REGULATED IMPERVIOUS SURFACE

Any of the following, alone or in combination:

A net increase of impervious surface;

The total area of impervious surface collected by a new stormwater conveyance system (for the purpose of this definition, a "new stormwater conveyance system" is a stormwater conveyance system that is constructed where one did not exist immediately prior to its construction or an existing system for which a new discharge location is created);

The total area of impervious surface proposed to be newly collected by an existing stormwater conveyance system; and/or

REGULATED MOTOR VEHICLE SURFACE

The total area of impervious surface collected by an existing stormwater conveyance system where the capacity of that conveyance system is increased.

Any of the following, alone or in combination:

The total area of motor vehicle surface that is currently receiving water;

STATE DEVELOPMENT AND REDEVELOPMENT PLAN METROPOLITAN PLANNING AREA (PA1)

A net increase in motor vehicle surface; and/or quality treatment either by vegetation or soil, by an existing stormwater management measure, or by treatment at a wastewater treatment plant, where the water quality treatment will be modified or removed.

SEDIMENT

Solid material, mineral or organic, that is in suspension, is being transported, or has been moved from its site of origin by air, water or gravity as a product of erosion.

SITE

The lot or lots upon which a major development is to occur or has occurred.

SOIL

All unconsolidated mineral and organic material of any origin.

An area delineated on the State Plan Policy Map and adopted by the State Planning Commission that is intended to be the focus for much of the state's future redevelopment and revitalization efforts.

STATE PLAN POLICY MAP

The geographic application of the State Development and Redevelopment Plan's goals and statewide policies, and the official map of these goals and policies.

STORMWATER

Water resulting from precipitation (including rain and snow) that runs off the land's surface, is transmitted to the subsurface, or is captured by separate storm sewers or other sewage or drainage facilities, or conveyed by snow removal equipment.

STORMWATER MANAGEMENT BMP

An excavation or embankment and related areas designed to retain stormwater runoff. A stormwater management BMP may either be normally dry (that is, a detention basin or infiltration system), retain water in a permanent pool (a retention basin), or be planted mainly with wetland vegetation (most constructed stormwater wetlands).

STORMWATER MANAGEMENT MEASURE

Any practice, technology, process, program, or other method intended to control or reduce stormwater runoff and associated pollutants, or to induce or control the infiltration or groundwater recharge of stormwater or to eliminate illicit or illegal nonstormwater discharges into stormwater conveyances.

STORMWATER MANAGEMENT PLANNING AGENCY

A public body authorized by legislation to prepare stormwater management plans.

STORMWATER MANAGEMENT PLANNING AREA

The geographic area for which a stormwater management planning agency is authorized to prepare stormwater management plans, or a specific portion of that area identified in a stormwater management plan prepared by that agency.

STORMWATER RUNOFF

Water flow on the surface of the ground or in storm sewers, resulting from precipitation.

WATER CONTROL STRUCTURE

A structure within, or adjacent to, a water, which intentionally or coincidentally alters the hydraulic capacity, the flood elevation resulting from the two-, ten-, or 100-year storm, flood hazard area limit, and/or floodway limit of the water. Examples of a water control structure may include a bridge, culvert, dam, embankment, ford (if above grade), retaining wall, and weir.

WATERS OF THE STATE

The ocean and its estuaries, all springs, streams, wetlands, and bodies of surface or groundwater, whether natural or artificial, within the boundaries of the State of New Jersey or subject to its jurisdiction.

WETLANDS or WETLAND

An area that is inundated or saturated by surface water or groundwater at a frequency and duration sufficient to support, and that under normal circumstances does support, a prevalence of vegetation typically adapted for life in saturated soil conditions, commonly known as hydrophytic vegetation.

Design and performance standards for stormwater management measures.

Stormwater management measures for major development shall be designed to provide erosion control, groundwater recharge, stormwater runoff quantity control, and stormwater runoff quality treatment as follows:

The minimum standards for erosion control are those established under the Soil and Sediment Control Act, N.J.S.A. 4:24-39 et seq., and implementing rules at N.J.A.C. 2:90.

The minimum standards for groundwater recharge, stormwater quality, and stormwater runoff quantity shall be met by incorporating green infrastructure.

The standards in this section apply only to new major development and are intended to minimize the impact of stormwater runoff on water quality and water quantity in receiving water bodies and maintain groundwater recharge. The standards do not apply to new major development to the extent that alternative design and performance standards are applicable under a regional stormwater management plan or water quality management plan adopted in accordance with Department rules.

Stormwater management requirements for major development.

The development shall incorporate a maintenance plan for the stormwater management measures incorporated into the design of a major development in accordance with Subsection J, below.

Stormwater management measures shall avoid adverse impacts of concentrated flow on habitat for threatened and endangered species as documented in the Department's Landscape Project or Natural Heritage Database established under N.J.S.A. 13:1B-15.147 through 13:1B-15.150, particularly Helonias bullata (swamp pink) and/or Clemmys muhlenbergii (bog turtle).

The following linear development projects are exempt from the groundwater recharge, stormwater runoff quality, and stormwater runoff quantity requirements of § 240-89D(16), (17) and (18):

The construction of an underground utility line provided that the disturbed areas are revegetated upon completion;

The construction of an aboveground utility line provided that the existing conditions are maintained to the maximum extent practicable; and

The construction of a public pedestrian access, such as a sidewalk or trail with a maximum width of 14 feet, provided that the access is made of permeable material.

A waiver from strict compliance from the green infrastructure, groundwater recharge, stormwater runoff quality, and stormwater runoff quantity requirements of § 240-89D(15), (16), (17) and (18) may be obtained for the enlargement of an existing public roadway or railroad; or the construction or enlargement of a public pedestrian access, provided that the following conditions are met:

The applicant demonstrates that there is a public need for the project that cannot be accomplished by any other means;

The applicant demonstrates through an alternatives analysis, that through the use of stormwater management measures, the option selected complies with the requirements of § 240-89D(15), (16), (17) and (18) to the maximum extent practicable;

The applicant demonstrates that, in order to meet the requirements of § 240-89D(15), (16), (17) and (18), existing structures currently in use, such as homes and buildings, would need to be condemned; and

The applicant demonstrates that it does not own or have other rights to areas, including the potential to obtain through condemnation lands not falling under Subsection D(4)(c) above within the upstream drainage area of the receiving stream, that would provide additional opportunities to mitigate the requirements of § 240-89D(15), (16), (17) and (18) that were not achievable onsite.

Tables 1 through 3 below summarize the ability of stormwater best management practices identified and described in the New Jersey Stormwater Best Management Practices Manual to satisfy the green infrastructure, groundwater recharge, stormwater runoff quality and stormwater runoff quantity standards specified in § 240-89D(15), (16), (17) and (18). When designed in accordance with the most current version of the New Jersey Stormwater Best Management Practices Manual, the stormwater management measures found at N.J.A.C. 7:8-5.2(f), Tables 5-1, 5-2 and 5-3, and listed below in Tables 1, 2 and 3 are presumed to be capable of providing stormwater controls for the design and performance standards as outlined in the tables below. Upon amendments of the New Jersey stormwater best management practices to reflect additions or deletions of BMPs meeting these standards, or changes in the presumed performance of BMPs designed in accordance with the New Jersey Stormwater BMP Manual, the Department shall publish in the New Jersey Registers a notice of administrative change revising the applicable table. The most current version of the BMP Manual can be found on the Department's website at https://njstormwater.org/bmp_manual2.htm.

Where the BMP tables in the New Jersey Stormwater Management Rule are different due to updates or amendments with the tables in this section, the BMP tables in the Stormwater Management Rule at N.J.A.C. 7:8-5.2(f) shall take precedence.

Table 1 Green Infrastructure BMPs for Groundwater Recharge, Stormwater Runoff Quality, and/or Stormwater Runoff Quantity
Best Management Practice	Stormwater Runoff Quality TSS Removal Rate (percent)	Stormwater Runoff Quantity	Groundwater Recharge	Minimum Separation from Seasonal High Water Table (feet)
Cistern	0	Yes	No	—
Dry well^(a)	0	No	Yes	2
Grass swale	50 or less	No	No	2^(e) 1^(f)
Green roof	0	Yes	No	—
Manufactured treatment device^(a)(g)	50 or 80	No	No	Dependent upon the device
Pervious paving system^(a)	80	Yes	Yes^(b) No^(c)	2^(b) 1^(c)
Small-scale bioretention basin^(a)	80 or 90	Yes	Yes^(b) No^(c)	2^(b) 1^(c)
Small-scale infiltration basin^(a)	80	Yes	Yes	2
Small-scale sand filter	80	Yes	Yes	2
Vegetative filter strip	60 to 80	No	No	—

(Notes corresponding to annotations ^(a) through ^(g) are found below.)

Table 2 Green Infrastructure BMPs for Stormwater Runoff Quantity (or for Groundwater Recharge and/or Stormwater Runoff Quality with a Waiver or Variance from N.J.A.C. 7:8-5.3)
Best Management Practice	Stormwater Runoff Quality TSS Removal Rate (percent)	Stormwater Runoff Quantity	Groundwater Recharge	Minimum Separation from Seasonal High Water Table (feet)
Bioretention system	80 or 90	Yes	Yes^(b) No^(c)	2^(b) 1^(c)
Infiltration basin	80	Yes	Yes	2
Sand filter^(b)	80	Yes	Yes	2
Standard constructed wetland	90	Yes	No	N/A
Wet pond^(d)	50 to 90	Yes	No	N/A

(Notes corresponding to annotations ^(b) through ^(d) are found below.)

Table 3 BMPs for Groundwater Recharge, Stormwater Runoff Quality, and/or Stormwater Runoff Quantity only with a Waiver or Variance from N.J.A.C. 7:8-5.3
Best Management Practice	Stormwater Runoff Quality TSS Removal Rate (percent)	Stormwater Runoff Quantity	Groundwater Recharge	Minimum Separation from Seasonal High Water Table (feet)
Blue roof	0	Yes	No	N/A
Extended detention basin	40 to 60	Yes	No	1
Manufactured treatment device^(h)	50 or 80	No	No	Dependent upon the device
Sand filter^(c)	80	Yes	No	1
Subsurface gravel wetland	90	No	No	1
Wet pond	50 to 90	Yes	No	N/A

Notes to Tables 1, 2, and 3:
(a)	Subject to the applicable contributory drainage area limitation specified at § 240-89D(15)(b).
(b)	Designed to infiltrate into the subsoil.
(c)	Designed with underdrains.
(d)	Designed to maintain at least a ten-foot-wide area of native vegetation along at least 50% of the shoreline and to include a stormwater runoff retention component designed to capture stormwater runoff for beneficial reuse, such as irrigation.
(e)	Designed with a slope of less than 2%.
(f)	Designed with a slope of equal to or greater than 2%.
(g)	Manufactured treatment devices that meet the definition of "green infrastructure" at § 240-89B.
(h)	Manufactured treatment devices that do not meet the definition of "green infrastructure" at § 240-89B.

(7)

An alternative stormwater management measure, alternative removal rate, and/or alternative method to calculate the removal rate may be used if the design engineer demonstrates the capability of the proposed alternative stormwater management measure and/or the validity of the alternative rate or method to the municipality. A copy of any approved alternative stormwater management measure, alternative removal rate, and/or alternative method to calculate the removal rate shall be provided to the Department in accordance with § 240-89F(2). Alternative stormwater management measures may be used to satisfy the requirements at § 240-89D(15) only if the measures meet the definition of "green infrastructure" at § 240-89B. Alternative stormwater management measures that function in a similar manner to a BMP listed at § 240-89D(15)(b) are subject to the contributory drainage area limitation specified at § 240-89D(15)(b) for that similarly functioning BMP. Alternative stormwater management measures approved in accordance with this subsection that do not function in a similar manner to any BMP listed at § 240-89D(15)(b) shall have a contributory drainage area less than or equal to 2.5 acres, except for alternative stormwater management measures that function similarly to cisterns, grass swales, green roofs, standard constructed wetlands, vegetative filter strips, and wet ponds, which are not subject to a contributory drainage area limitation. Alternative measures that function similarly to standard constructed wetlands or wet ponds shall not be used for compliance with the stormwater runoff quality standard unless a variance in accordance with N.J.A.C. 7:8-4.6 or a waiver from strict compliance in accordance with § 240-89D(4) is granted from § 240-89D(15).

(8)

Whenever the stormwater management design includes one or more BMPs that will infiltrate stormwater into subsoil, the design engineer shall assess the hydraulic impact on the groundwater table and design the site so as to avoid adverse hydraulic impacts. Potential adverse hydraulic impacts include, but are not limited to, exacerbating a naturally or seasonally high water table, so as to cause surficial ponding, flooding of basements, or interference with the proper operation of subsurface sewage disposal systems or other subsurface structures within the zone of influence of the groundwater mound, or interference with the proper functioning of the stormwater management measure itself.

(9)

Design standards for stormwater management measures are as follows:

Stormwater management measures shall be designed to take into account the existing site conditions, including, but not limited to, environmentally critical areas; wetlands; flood-prone areas; slopes; depth to seasonal high water table; soil type, permeability, and texture; drainage area and drainage patterns; and the presence of solution-prone carbonate rocks (limestone);

Stormwater management measures shall be designed to minimize maintenance, facilitate maintenance and repairs, and ensure proper functioning. Trash racks shall be installed at the intake to the outlet structure, as appropriate, and shall have parallel bars with one-inch spacing between the bars to the elevation of the water quality design storm. For elevations higher than the water quality design storm, the parallel bars at the outlet structure shall be spaced no greater than 1/3 the width of the diameter of the orifice or 1/3 the width of the weir, with a minimum spacing between bars of one inch and a maximum spacing between bars of six inches. In addition, the design of trash racks must comply with the requirements of § 240-89H(3);

Stormwater management measures shall be designed, constructed, and installed to be strong, durable, and corrosion resistant. Measures that are consistent with the relevant portions of the Residential Site Improvement Standards at N.J.A.C. 5:21-7.3, 5:21-7.4, and 5:21-7.5 shall be deemed to meet this requirement;

Stormwater management BMPs shall be designed to meet the minimum safety standards for stormwater management BMPs at § 240-89H; and

The size of the orifice at the intake to the outlet from the stormwater management BMP shall be a minimum of 2 1/2 inches in diameter.

(10)

Manufactured treatment devices may be used to meet the requirements of this section, provided the pollutant removal rates are verified by the New Jersey Corporation for Advanced Technology and certified by the Department. Manufactured treatment devices that do not meet the definition of "green infrastructure" at § 240-89B may be used only under the circumstances described at § 240-89D(15)(d).

(11)

Any application for a new agricultural development that meets the definition of "major development" at § 240-89B shall be submitted to the Soil Conservation District for review and approval in accordance with the requirements at § 240-89D(15), (16), (17) and (18) and any applicable Soil Conservation District guidelines for stormwater runoff quantity and erosion control. For purposes of this subsection, "agricultural development" means land uses normally associated with the production of food, fiber, and livestock for sale. Such uses do not include the development of land for the processing or sale of food and the manufacture of agriculturally related products.

(12)

If there is more than one drainage area, the groundwater recharge, stormwater runoff quality, and stormwater runoff quantity standards at § 240-89D(16), (17) and (18) shall be met in each drainage area, unless the runoff from the drainage areas converge on site and no adverse environmental impact would occur as a result of compliance with any one or more of the individual standards being determined utilizing a weighted average of the results achieved for that individual standard across the affected drainage areas.

(13)

Any stormwater management measure authorized under the municipal stormwater management plan or ordinance shall be reflected in a deed notice recorded in the office of the County Clerk. A form of deed notice shall be submitted to the municipality for approval prior to filing. The deed notice shall contain a description of the stormwater management measure(s) used to meet the green infrastructure, groundwater recharge, stormwater runoff quality, and stormwater runoff quantity standards at § 240-89D(15), (16), (17) and (18) and shall identify the location of the stormwater management measure(s) in NAD 1983 State Plane New Jersey FIPS 2900 US feet or latitude and longitude in decimal degrees. The deed notice shall also reference the maintenance plan required to be recorded upon the deed pursuant to § 240-89J(2)(e). Prior to the commencement of construction, proof that the above-required deed notice has been filed shall be submitted to the municipality. Proof that the required information has been recorded on the deed shall be in the form of either a copy of the complete recorded document or a receipt from the clerk or other proof of recordation provided by the recording office. However, if the initial proof provided to the municipality is not a copy of the complete recorded document, a copy of the complete recorded document shall be provided to the municipality within 180 calendar days of the authorization granted by the municipality.

(14)

A stormwater management measure approved under the municipal stormwater management plan or ordinance may be altered or replaced with the approval of the muncipality, if the municipality determines that the proposed alteration or replacement meets the design and performance standards pursuant to § 240-89D and provides the same level of stormwater management as the previously approved stormwater management measure that is being altered or replaced. If an alteration or replacement is approved, a revised deed notice shall be submitted to the municipality for approval and subsequently recorded with the office of the County Clerk and shall contain a description and location of the stormwater management measure, as well as reference to the maintenance plan, in accordance with § 240-89D(13), above. Prior to the commencement of construction, proof that the above-required deed notice has been filed shall be submitted to the municipality in accordance with § 240-89D(13), above.

(15)

Green infrastructure standards.

This subsection specifies the types of green infrastructure BMPs that may be used to satisfy the groundwater recharge, stormwater runoff quality, and stormwater runoff quantity standards.

To satisfy the groundwater recharge and stormwater runoff quality standards at § 240-89D(16) and (17), the design engineer shall utilize green infrastructure BMPs identified in Table 1 at § 240-89D(6) and/or an alternative stormwater management measure approved in accordance with § 240-89D(7). The following green infrastructure BMPs are subject to the following maximum contributory drainage area limitations:

Best Management Practice	Maximum Contributory Drainage Area
Dry well	1 acre
Manufactured treatment device	2.5 acres
Pervious pavement systems	Area of additional inflow cannot exceed three times the area occupied by the BMP
Small-scale bioretention systems	2.5 acres
Small-scale infiltration basin	2.5 acres
Small-scale sand filter	2.5 acres

To satisfy the stormwater runoff quantity standards at § 240-89D(18), the design engineer shall utilize BMPs from Table 1 or from Table 2 and/or an alternative stormwater management measure approved in accordance with § 240-89D(7).

If a variance in accordance with N.J.A.C. 7:8-4.6 or a waiver from strict compliance in accordance with § 240-89D(4) is granted from the requirements of this subsection, then BMPs from Table 1, 2, or 3, and/or an alternative stormwater management measure approved in accordance with § 240-89D(7) may be used to meet the groundwater recharge, stormwater runoff quality, and stormwater runoff quantity standards at § 240-89D(16), (17) and (18).

For separate or combined storm sewer improvement projects, such as sewer separation, undertaken by a government agency or public utility (for example, a sewerage company), the requirements of this subsection shall only apply to areas owned in fee simple by the government agency or utility, and areas within a right-of-way or easement held or controlled by the government agency or utility; the entity shall not be required to obtain additional property or property rights to fully satisfy the requirements of this subsection. Regardless of the amount of area of a separate or combined storm sewer improvement project subject to the green infrastructure requirements of this subsection, each project shall fully comply with the applicable groundwater recharge, stormwater runoff quality control, and stormwater runoff quantity standards at § 240-89D(16), (17) and (18) unless the project is granted a waiver from strict compliance in accordance with § 240-89D(4).

(16)

Groundwater recharge standards.

This subsection contains the minimum design and performance standards for groundwater recharge as follows.

The design engineer shall, using the assumptions and factors for stormwater runoff and groundwater recharge calculations at § 240-89E, either:

Demonstrate through hydrologic and hydraulic analysis that the site and its stormwater management measures maintain 100% of the average annual preconstruction groundwater recharge volume for the site; or

Demonstrate through hydrologic and hydraulic analysis that the increase of stormwater runoff volume from preconstruction to postconstruction for the two-year storm is infiltrated.

This groundwater recharge requirement does not apply to projects subject to Subsection D(16)(d) below.

The following types of stormwater shall not be recharged:

Stormwater from areas of high pollutant loading. High pollutant loading areas are areas in industrial and commercial developments where solvents and/or petroleum products are loaded/unloaded, stored, or applied; areas where pesticides are loaded/unloaded or stored; areas where hazardous materials are expected to be present in greater than "reportable quantities" as defined by the United States Environmental Protection Agency (EPA) at 40 CFR 302.4; areas where recharge would be inconsistent with Department-approved remedial action work plan or landfill closure plan; and areas with high risks for spills of toxic materials, such as gas stations and vehicle maintenance facilities; and

Industrial stormwater exposed to "source material." "Source material" means any material(s) or machinery, located at an industrial facility, that is directly or indirectly related to process, manufacturing or other industrial activities, which could be a source of pollutants in any industrial stormwater discharge to groundwater. Source materials include, but are not limited to, raw materials; intermediate products; final products; waste materials; by-products; industrial machinery and fuels, and lubricants, solvents, and detergents that are related to process, manufacturing, or other industrial activities that are exposed to stormwater.

(17)

Stormwater runoff quality standards.

This subsection contains the minimum design and performance standards to control stormwater runoff quality impacts of major development. Stormwater runoff quality standards are applicable when the major development results in an increase of one-quarter acre or more of regulated motor vehicle surface.

Stormwater management measures shall be designed to reduce the postconstruction load of total suspended solids (TSS) in stormwater runoff generated from the water quality design storm as follows:

Eighty percent TSS removal of the anticipated load, expressed as an annual average, shall be achieved for the stormwater runoff from the net increase of motor vehicle surface.

If the surface is considered regulated motor vehicle surface because the water quality treatment for an area of motor vehicle surface that is currently receiving water quality treatment either by vegetation or soil, by an existing stormwater management measure, or by treatment at a wastewater treatment plant is to be modified or removed, the project shall maintain or increase the existing TSS removal of the anticipated load expressed as an annual average.

The requirement to reduce TSS does not apply to any stormwater runoff in a discharge regulated under a numeric effluent limitation for TSS imposed under the New Jersey Pollutant Discharge Elimination System (NJPDES) rules, N.J.A.C. 7:14A, or in a discharge specifically exempt under a NJPDES permit from this requirement. Every major development, including any that discharge into a combined sewer system, shall comply with Subsection D(17)(b) above, unless the major development is itself subject to a NJPDES permit with a numeric effluent limitation for TSS or the NJPDES permit to which the major development is subject exempts the development from a numeric effluent limitation for TSS.

The water quality design storm is 1.25 inches of rainfall in two hours. Water quality calculations shall take into account the distribution of rain from the water quality design storm, as reflected in Table 4, below. The calculation of the volume of runoff may take into account the implementation of stormwater management measures.

Table 4 - Water Quality Design Storm Distribution
Time (Minutes)	Cumulative Rainfall (Inches)	Time (Minutes)	Cumulative Rainfall (Inches)	Time (Minutes)	Cumulative Rainfall (Inches)
1	0.00166	41	0.1728	81	1.0906
2	0.00332	42	0.1796	82	1.0972
3	0.00498	43	0.1864	83	1.1038
4	0.00664	44	0.1932	84	1.1104
5	0.00830	45	0.2000	85	1.1170
6	0.00996	46	0.2117	86	1.1236
7	0.01162	47	0.2233	87	1.1302
8	0.01328	48	0.2350	88	1.1368
9	0.01494	49	0.2466	89	1.1434
10	0.01660	50	0.2583	90	1.1500
11	0.01828	51	0.2783	91	1.1550
12	0.01996	52	0.2983	92	1.1600
13	0.02164	53	0.3183	93	1.1650
14	0.02332	54	0.3383	94	1.1700
15	0.02500	55	0.3583	95	1.1750
16	0.03000	56	0.4116	96	1.1800
17	0.03500	57	0.4650	97	1.1850
18	0.04000	58	0.5183	98	1.1900
19	0.04500	59	0.5717	99	1.1950
20	0.05000	60	0.6250	100	1.2000
21	0.05500	61	0.6783	101	1.2050
22	0.06000	62	0.7317	102	1.2100
23	0.06500	63	0.7850	103	1.2150
24	0.07000	64	0.8384	104	1.2200
25	0.07500	65	0.8917	105	1.2250
26	0.08000	66	0.9117	106	1.2267
27	0.08500	67	0.9317	107	1.2284
28	0.09000	68	0.9517	108	1.2300
29	0.09500	69	0.9717	109	1.2317
30	0.10000	70	0.9917	110	1.2334
31	0.10660	71	1.0034	111	1.2351
32	0.11320	72	1.0150	112	1.2367
33	0.11980	73	1.0267	113	1.2384
34	0.12640	74	1.0383	114	1.2400
35	0.13300	75	1.0500	115	1.2417
36	0.13960	76	1.0568	116	1.2434
37	0.14620	77	1.0636	117	1.2450
38	0.15280	78	1.0704	118	1.2467
39	0.15940	79	1.0772	119	1.2483
40	0.16600	80	1.0840	120	1.2500

If more than one BMP in series is necessary to achieve the required 80% TSS reduction for a site, the applicant shall utilize the following formula to calculate TSS reduction:

R = A + B - (A x B)/100

Where:
R	=	total TSS percent load removal from application of both BMPs
A	=	the TSS percent removal rate applicable to the first BMP
B	=	the TSS percent removal rate applicable to the second BMP

(f)

Stormwater management measures shall also be designed to reduce, to the maximum extent feasible, the postconstruction nutrient load of the anticipated load from the developed site in stormwater runoff generated from the water quality design storm. In achieving reduction of nutrients to the maximum extent feasible, the design of the site shall include green infrastructure BMPs that optimize nutrient removal while still achieving the performance standards in § 240-89D(16), (17) and (18).

(g)

In accordance with the definition of "FW1" at N.J.A.C. 7:9B-1.4, stormwater management measures shall be designed to prevent any increase in stormwater runoff to waters classified as FW1.

(h)

The Flood Hazard Area Control Act rules at N.J.A.C. 7:13-4.1(c)1 establish 300-foot riparian zones along Category One waters, as designated in the Surface Water Quality Standards at N.J.A.C. 7:9B, and certain upstream tributaries to Category One waters. A person shall not undertake a major development that is located within or discharges into a 300-foot riparian zone without prior authorization from the Department under N.J.A.C. 7:13.

(i)

Pursuant to the Flood Hazard Area Control Act rules at N.J.A.C. 7:13-11.2(j)3i, runoff from the water quality design storm that is discharged within a 300-foot riparian zone shall be treated in accordance with this subsection to reduce the postconstruction load of total suspended solids by 95% of the anticipated load from the developed site, expressed as an annual average.

(j)

These stormwater runoff quality standards do not apply to the construction of one individual single-family dwelling, provided that it is not part of a larger development or subdivision that has received preliminary or final site plan approval prior to December 3, 2018, and that the motor vehicle surfaces are made of permeable material(s) such as gravel, dirt, and/or shells.

(18)

Stormwater runoff quantity standards.

This subsection contains the minimum design and performance standards to control stormwater runoff quantity impacts of major development.

In order to control stormwater runoff quantity impacts, the design engineer shall, using the assumptions and factors for stormwater runoff calculations at § 240-89E, complete one of the following:

Demonstrate through hydrologic and hydraulic analysis that for stormwater leaving the site, postconstruction runoff hydrographs for the two-, ten-, and 100-year storm events do not exceed, at any point in time, the preconstruction runoff hydrographs for the same storm events;

Demonstrate through hydrologic and hydraulic analysis that there is no increase, as compared to the preconstruction condition, in the peak runoff rates of stormwater leaving the site for the two-, ten- and 100-year storm events and that the increased volume or change in timing of stormwater runoff will not increase flood damage at or downstream of the site. This analysis shall include the analysis of impacts of existing land uses and projected land uses assuming full development under existing zoning and land use ordinances in the drainage area;

Design stormwater management measures so that the postconstruction peak runoff rates for the two-, ten- and 100-year storm events are 50%, 75% and 80%, respectively, of the preconstruction peak runoff rates. The percentages apply only to the postconstruction stormwater runoff that is attributable to the portion of the site on which the proposed development or project is to be constructed; or

[4]

In tidal flood hazard areas, stormwater runoff quantity analysis in accordance with Subsection D(18)(b)[1], [2] and [3] above is required unless the design engineer demonstrates through hydrologic and hydraulic analysis that the increased volume, change in timing, or increased rate of the stormwater runoff, or any combination of the three will not result in additional flood damage below the point of discharge of the major development. No analysis is required if the stormwater is discharged directly into any ocean, bay, inlet, or the reach of any watercourse between its confluence with an ocean, bay, or inlet and downstream of the first water control structure.

The stormwater runoff quantity standards shall be applied at the site's boundary to each abutting lot, roadway, watercourse, or receiving storm sewer system.

Calculation of stormwater runoff and groundwater recharge.

Stormwater runoff shall be calculated in accordance with the following:

The design engineer shall calculate runoff using one of the following methods:

The USDA Natural Resources Conservation Service (NRCS) methodology, including the NRCS Runoff Equation and Dimensionless Unit Hydrograph, as described in Chapters 7, 9, 10, 15 and 16, Part 630, Hydrology National Engineering Handbook, incorporated herein by reference as amended and supplemented. This methodology is additionally described in Technical Release 55 - Urban Hydrology for Small Watersheds (TR-55), dated June 1986, incorporated herein by reference as amended and supplemented. Information regarding the methodology is available from the Natural Resources Conservation Service website at https://www.nrcs.usda.gov/Internet/FSE_DOCUMENTS/stelprdb1044171.pdf or at United States Department of Agriculture Natural Resources Conservation Service, 220 Davison Avenue, Somerset, New Jersey 08873; or

The Rational Method for peak flow and the Modified Rational Method for hydrograph computations. The rational and modified rational methods are described in "Appendix A-9 Modified Rational Method" in the Standards for Soil Erosion and Sediment Control in New Jersey, January 2014. This document is available from the State Soil Conservation Committee or any of the Soil Conservation Districts listed at N.J.A.C. 2:90-1.3(a)3. The location, address, and telephone number for each Soil Conservation District is available from the State Soil Conservation Committee, PO Box 330, Trenton, New Jersey 08625. The document is also available at http://www.nj.gov/agriculture/divisions/anr/pdf/2014NJSoilErosionControlStandardsComplete.pdf.

For the purpose of calculating runoff coefficients and groundwater recharge, there is a presumption that the preconstruction condition of a site or portion thereof is a wooded land use with good hydrologic condition. The term "runoff coefficient" applies to both the NRCS methodology above at § 240-89E(1)(a)[1] and the Rational and Modified Rational Methods at § 240-89E(1)(a)[2]. A runoff coefficient or a groundwater recharge land cover for an existing condition may be used on all or a portion of the site if the design engineer verifies that the hydrologic condition has existed on the site or portion of the site for at least five years without interruption prior to the time of application. If more than one land cover have existed on the site during the five years immediately prior to the time of application, the land cover with the lowest runoff potential shall be used for the computations. In addition, there is the presumption that the site is in good hydrologic condition (if the land use type is pasture, lawn, or park), with good cover (if the land use type is woods), or with good hydrologic condition and conservation treatment (if the land use type is cultivation).

In computing preconstruction stormwater runoff, the design engineer shall account for all significant land features and structures, such as ponds, wetlands, depressions, hedgerows, or culverts, that may reduce preconstruction stormwater runoff rates and volumes.

In computing stormwater runoff from all design storms, the design engineer shall consider the relative stormwater runoff rates and/or volumes of pervious and impervious surfaces separately to accurately compute the rates and volume of stormwater runoff from the site. To calculate runoff from unconnected impervious cover, urban impervious area modifications as described in the NRCS Technical Release 55 - Urban Hydrology for Small Watersheds or other methods may be employed.

If the invert of the outlet structure of a stormwater management measure is below the flood hazard design flood elevation as defined at N.J.A.C. 7:13, the design engineer shall consider the effects of tailwater in the design of structural stormwater management measures.

Groundwater recharge may be calculated in accordance with the following: New Jersey Geological Survey Report GSR-32, A Method for Evaluating Groundwater-Recharge Areas in New Jersey, incorporated herein by reference as amended and supplemented. Information regarding the methodology is available from the New Jersey Stormwater Best Management Practices Manual; at the New Jersey Geological Survey website at https://www.nj.gov/dep/njgs/pricelst/gsreport/gsr32.pdf; or at New Jersey Geological and Water Survey, 29 Arctic Parkway, PO Box 420 Mail Code 29-01, Trenton, New Jersey 08625-0420.

Sources for technical guidance.

Technical guidance for stormwater management measures can be found in the documents listed below, which are available to download from the Department's website at http://www.nj.gov/dep/stormwater/bmp_manual2.htm.

Guidelines for stormwater management measures are contained in the New Jersey Stormwater Best Management Practices Manual, as amended and supplemented. Information is provided on stormwater management measures such as, but not limited to, those listed in Tables 1, 2, and 3.

Additional maintenance guidance is available on the Department's website at https://www.njstormwater.org/maintenance_guidance.htm.

Submissions required for review by the Department should be mailed to: The Division of Water Quality, New Jersey Department of Environmental Protection, Mail Code 401-02B, PO Box 420, Trenton, New Jersey 08625-0420.

Solids and floatable materials control standards.

Site design features identified under § 240-89D(6), above, or alternative designs in accordance with § 240-89D(7), above, to prevent discharge of trash and debris from drainage systems shall comply with the following standard to control passage of solid and floatable materials through storm drain inlets. For purposes of this subsection, "solid and floatable materials" means sediment, debris, trash, and other floating, suspended, or settleable solids. For exemptions to this standard see § 240-89G(1)(b) below.

Design engineers shall use one of the following grates whenever they use a grate in pavement or another ground surface to collect stormwater from that surface into a storm drain or surface water body under that grate:

The New Jersey Department of Transportation (NJDOT) bicycle safe grate, which is described in Chapter 2.4 of the NJDOT Bicycle Compatible Roadways and Bikeways Planning and Design Guidelines; or

A different grate, if each individual clear space in that grate has an area of no more than 7.0 square inches, or is no greater than 0.5 inch across the smallest dimension.

[a]

Examples of grates subject to this standard include grates in grate inlets, the grate portion (non-curb-opening portion) of combination inlets, grates on storm sewer manholes, ditch grates, trench grates, and grates of spacer bars in slotted drains. Examples of ground surfaces include surfaces of roads (including bridges), driveways, parking areas, bikeways, plazas, sidewalks, lawns, fields, open channels, and stormwater system floors used to collect stormwater from the surface into a storm drain or surface water body.

For curb-opening inlets, including curb-opening inlets in combination inlets, the clear space in that curb opening, or each individual clear space if the curb opening has two or more clear spaces, shall have an area of no more than 7.0 square inches, or be no greater than 2.0 inches across the smallest dimension.

The standard in Subsection G(1)(a) above does not apply:

Where each individual clear space in the curb opening in existing curb-opening inlet does not have an area of more than 9.0 square inches;

Where the municipality agrees that the standards would cause inadequate hydraulic performance that could not practicably be overcome by using additional or larger storm drain inlets;

Where flows from the water quality design storm as specified in N.J.A.C. 7:8 are conveyed through any device (e.g., end of pipe netting facility, manufactured treatment device, or a catch basin hood) that is designed, at a minimum, to prevent delivery of all solid and floatable materials that could not pass through one of the following:

[a]

A rectangular space 4.625 inches long and 1.5 inches wide (this option does not apply for outfall netting facilities); or

[b]

A bar screen having a bar spacing of 0.5 inch.

[c]

Note that these exemptions do not authorize any infringement of requirements in the Residential Site Improvement Standards for bicycle safe grates in new residential development [N.J.A.C. 5:21-4.18(b)2 and 5:21-7.4(b)1].

[4]

Where flows are conveyed through a trash rack that has parallel bars with one-inch spacing between the bars, to the elevation of the water quality design storm as specified in N.J.A.C. 7:8; or

[5]

Where the New Jersey Department of Environmental Protection determines, pursuant to the New Jersey Register of Historic Places Rules at N.J.A.C. 7:4-7.2(c), that action to meet this standard is an undertaking that constitutes an encroachment or will damage or destroy the New Jersey Register listed historic property.

Safety standards for stormwater management basins.

This subsection sets forth requirements to protect public safety through the proper design and operation of stormwater management BMPs. This section applies to any new stormwater management BMP.

The provisions of this subsection are not intended to preempt more stringent municipal or county safety requirements for new or existing stormwater management BMPs. Municipal and county stormwater management plans and ordinances may, pursuant to their authority, require existing stormwater management BMPs to be retrofitted to meet one or more of the safety standards in § 240-89H(3)(a), (b) and (c) for trash racks, overflow grates, and escape provisions at outlet structures.

Requirements for trash racks, overflow grates and escape provisions:

A trash rack is a device designed to catch trash and debris and prevent the clogging of outlet structures. Trash racks shall be installed at the intake to the outlet from the stormwater management BMP to ensure proper functioning of the BMP outlets in accordance with the following:

The trash rack shall have parallel bars, with no greater than six-inch spacing between the bars;

The trash rack shall be designed so as not to adversely affect the hydraulic performance of the outlet pipe or structure;

The average velocity of flow through a clean trash rack is not to exceed 2.5 feet per second under the full range of stage and discharge. Velocity is to be computed on the basis of the net area of opening through the rack; and

[4]

The trash rack shall be constructed of rigid, durable, and corrosion-resistant material and designed to withstand a perpendicular live loading of 300 pounds per square foot.

An overflow grate is designed to prevent obstruction of the overflow structure. If an outlet structure has an overflow grate, such grate shall meet the following requirements:

The overflow grate shall be secured to the outlet structure but removable for emergencies and maintenance.

The overflow grate spacing shall be no less than two inches across the smallest dimension.

The overflow grate shall be constructed and installed to be rigid, durable, and corrosion resistant, and shall be designed to withstand a perpendicular live loading of 300 pounds per square foot.

Stormwater management BMPs shall include escape provisions as follows:

If a stormwater management BMP has an outlet structure, escape provisions shall be incorporated in or on the structure. Escape provisions include the installation of permanent ladders, steps, rungs, or other features that provide easily accessible means of egress from stormwater management BMPs. With the prior approval of the municipality pursuant to § 240-89H(3), a freestanding outlet structure may be exempted from this requirement;

Safety ledges shall be constructed on the slopes of all new stormwater management BMPs having a permanent pool of water deeper than 2 1/2 feet. Safety ledges shall be comprised of two steps. Each step shall be four feet to six feet in width. One step shall be located approximately 2 1/2 feet below the permanent water surface, and the second step shall be located one foot to 1 1/2 feet above the permanent water surface. See § 240-89H(5) for an illustration of safety ledges in a stormwater management BMP; and

In new stormwater management BMPs, the maximum interior slope for an earthen dam, embankment, or berm shall not be steeper than three horizontal to one vertical.

Variance or exemption from safety standard. A variance or exemption from the safety standards for stormwater management BMPs may be granted only upon a written finding by the municipality that the variance or exemption will not constitute a threat to public safety.

Safety ledge illustration.

Requirements for a site development stormwater plan.

Submission of site development stormwater plan.

Whenever an applicant seeks municipal approval of a development subject to this section, the applicant shall submit all of the required components of the checklist for the site development stormwater plan at § 240-89I(3), below, as part of the submission of the application for approval.

The applicant shall demonstrate that the project meets the standards set forth in this section.

Site development stormwater plan approval. The applicant's site development project shall be reviewed as a part of the review process by the municipal board or official from which municipal approval is sought. The municipal board or official shall consult the municipality's review engineer to determine if all of the checklist requirements have been satisfied and to determine if the project meets the standards set forth in this section.

Submission of site development stormwater plan. The following information shall be required:

Topographic base map. The reviewing engineer may require upstream tributary drainage system information as necessary. It is recommended that the topographic base map of the site be submitted which extends a minimum of 200 feet beyond the limits of the proposed development, at a scale of one inch equals 200 feet or greater, showing two-foot contour intervals. The map as appropriate may indicate the following: existing surface water drainage, shorelines, steep slopes, soils, erodible soils, perennial or intermittent streams that drain into or upstream of the Category One waters, wetlands and floodplains along with their appropriate buffer strips, marshlands and other wetlands, pervious or vegetative surfaces, existing man-made structures, roads, bearing and distances of property lines, and significant natural and man-made features not otherwise shown.

Environmental site analysis. A written and graphic description of the natural and man-made features of the site and its surroundings should be submitted. This description should include a discussion of soil conditions, slopes, wetlands, waterways and vegetation on the site. Particular attention should be given to unique, unusual, or environmentally sensitive features and to those that provide particular opportunities or constraints for development.

Project description and site plans. A map (or maps) at the scale of the topographical base map indicating the location of existing and proposed buildings, roads, parking areas, utilities, structural facilities for stormwater management and sediment control, and other permanent structures. The map(s) shall also clearly show areas where alterations will occur in the natural terrain and cover, including lawns and other landscaping, and seasonal high groundwater elevations. A written description of the site plan and justification for proposed changes in natural conditions shall also be provided.

Land use planning and source control plan. This plan shall provide a demonstration of how the goals and standards of § 240-89C through E are being met. The focus of this plan shall be to describe how the site is being developed to meet the objective of controlling groundwater recharge, stormwater quality and stormwater quantity problems at the source by land management and source controls whenever possible.

Stormwater management facilities map. The following information, illustrated on a map of the same scale as the topographic base map, shall be included:

Total area to be disturbed, paved or built upon, proposed surface contours, land area to be occupied by the stormwater management facilities and the type of vegetation thereon, and details of the proposed plan to control and dispose of stormwater.

Details of all stormwater management facility designs, during and after construction, including discharge provisions, discharge capacity for each outlet at different levels of detention and emergency spillway provisions with maximum discharge capacity of each spillway.

(f)

Calculations.

Comprehensive hydrologic and hydraulic design calculations for the predevelopment and postdevelopment conditions for the design storms specified in § 240-89D.

When the proposed stormwater management control measures depend on the hydrologic properties of soils or require certain separation from the seasonal high water table, then a soils report shall be submitted. The soils report shall be based on on-site boring logs or soil pit profiles. The number and location of required soil borings or soil pits shall be determined based on what is needed to determine the suitability and distribution of soils present at the location of the control measure.

(g)

Maintenance and repair plan. The design and planning of the stormwater management facility shall meet the maintenance requirements of § 240-89J, below.

(h)

Waiver from submission requirements. The municipal official or board reviewing an application under this section may, in consultation with the municipality's review engineer, waive submission of any of the requirements in § 240-89I(3)(a) through (f) when it can be demonstrated that the information requested is impossible to obtain or it would create a hardship on the applicant to obtain and its absence will not materially affect the review process.

Maintenance and repair.

Applicability. Projects subject to review as in § 240-89A(3) shall comply with the requirements of § 240-89J(2) and (3).

General maintenance.

The design engineer shall prepare a maintenance plan for the stormwater management measures incorporated into the design of a major development.

The maintenance plan shall contain specific preventative maintenance tasks and schedules; cost estimates, including estimated cost of sediment, debris, or trash removal; and the name, address, and telephone number of the person or persons responsible for preventative and corrective maintenance (including replacement). The plan shall contain information on BMP location, design, ownership, maintenance tasks and frequencies, and other details as specified in Chapter 8 of the New Jersey BMP Manual, as well as the tasks specific to the type of BMP, as described in the applicable chapter containing design specifics.

If the maintenance plan identifies a person other than the property owner (for example, a developer, a public agency or homeowners' association) as having the responsibility for maintenance, the plan shall include documentation of such person's or entity's agreement to assume this responsibility, or of the owner's obligation to dedicate a stormwater management facility to such person under an applicable ordinance or regulation.

Responsibility for maintenance shall not be assigned or transferred to the owner or tenant of an individual property in a residential development or project, unless such owner or tenant owns or leases the entire residential development or project. The individual property owner may be assigned incidental tasks, such as weeding of a green infrastructure BMP, provided the individual agrees to assume these tasks; however, the individual cannot be legally responsible for all of the maintenance required.

If the party responsible for maintenance identified under § 240-89J(2)(c), above, is not a public agency, the maintenance plan and any future revisions based on § 240-89J(2)(g), below, shall be recorded upon the deed of record for each property on which the maintenance described in the maintenance plan must be undertaken.

(f)

Preventative and corrective maintenance shall be performed to maintain the functional parameters (storage volume, infiltration rates, inflow/outflow capacity, etc.) of the stormwater management measure, including, but not limited to, repairs or replacement to the structure; removal of sediment, debris, or trash; restoration of eroded areas; snow and ice removal; fence repair or replacement; restoration of vegetation; and repair or replacement of nonvegetated linings.

(g)

The party responsible for maintenance identified under § 240-89J(2)(c), above, shall perform all of the following requirements:

Maintain a detailed log of all preventative and corrective maintenance for the structural stormwater management measures incorporated into the design of the development, including a record of all inspections and copies of all maintenance-related work orders;

Evaluate the effectiveness of the maintenance plan at least once per year and adjust the plan and the deed as needed; and

Retain and make available, upon request by any public entity with administrative, health, environmental, or safety authority over the site, the maintenance plan and the documentation required by § 240-89J(2)(f) and (g) above.

(h)

The requirements of § 240-89J(2)(c) and (d), above, do not apply to stormwater management facilities that are dedicated to and accepted by the municipality or another governmental agency, subject to all applicable stormwater general permit conditions, as issued by the Department. Maintenance and inspection guidance can be found on the Department's website at https://www.njstormwater.org/maintenance_guidance.htm.

(i)

In the event that the stormwater management facility becomes a danger to public safety or public health, or if it needs maintenance or repair, the municipality shall so notify the responsible person in writing. Upon receipt of that notice, the responsible person shall have 14 days to effect maintenance and repair of the facility in a manner that is approved by the municipal engineer or his designee. The municipality, in its discretion, may extend the time allowed for effecting maintenance and repair for good cause. If the responsible person fails or refuses to perform such maintenance and repair, the municipality may immediately proceed to do so and shall bill the cost thereof to the responsible person. Nonpayment of such bill may result in a lien on the property.

Nothing in this subsection shall preclude the municipality from requiring the posting of a performance or maintenance guarantee in accordance with N.J.S.A. 40:55D-53.

Penalties. Any person(s) who erects, constructs, alters, repairs, converts, maintains, or uses any building, structure or land in violation of this section shall be subject to the penalties set forth in the Township's General Penalty Ordinance, Chapter 1, Article III, of the Township Code of Ordinances, and each day that the building, structure or land is permitted to remain in violation of this section shall be considered a separate and distinct offense. The Municipal Court shall have jurisdiction to enforce and collect any such penalty imposed in a summary manner and in accordance with the Penalty Enforcement Law, N.J.S.A. 2A:58-1 et seq.

Severability.

All ordinances or parts of ordinances of the Township of Stillwater heretofore adopted that are inconsistent with any of the terms and provisions of this section are hereby repealed to the extent of such inconsistency.

If any section, paragraph, subsection, clause or provision of this section shall be declared invalid by a court of competent jurisdiction, such decision shall not affect the validity of this section as a whole or any remaining part thereof.

Effective date.

All actions of the Township taken prior to the date of adoption hereof contemplated by this section are hereby ratified and approved.