Township of Hanover, NJ Design Standards

[Amended 12-11-1997 by Ord. No. 34-97]

The applicant shall observe the following requirements and principles of land subdivision in the design of each subdivision or portion thereof, except as provided otherwise by the New Jersey Residential Site Improvement Standards, N.J.A.C. 5:21:

The subdivision plat shall conform to design standards that will encourage good development patterns within the Township.

The subdivision shall conform to the proposals and conditions shown on the Township's Official Map and Master Plan, particularly as they pertain to streets, drainage rights-of-way, school sites, public parks and playgrounds and other public lands.

All streets shall be designed and constructed in accordance with the Township road specifications. The arrangement of streets not shown on the Master Plan or Official Map shall provide for the appropriate extension of existing streets where feasible and shall comply with the following standards:

(1)

"Minor streets" are those which are used primarily for access to abutting properties. They shall be designed to discourage through traffic and shall have a right-of-way width of not less than 50 feet.

(2)

Subdivisions abutting arterial streets shall provide a marginal service street or reverse frontage with a buffer strip or planting or some other means of separation of through and local traffic as the Planning Board may determine appropriate. The width of the right-of-way shall be not less than 40 feet.

(3)

For internal streets in industrial and commercial developments, the right-of-way width shall not be less than 60 feet.

(4)

"Arterial streets" are those which are used primarily for fast or heavy traffic and are designated on the Township's Master Plan. The right-of-way width shall be not less than 66 feet.

(5)

"Collector streets" are those which carry traffic from minor streets to the major system of arterial streets, including the principal entrance streets of a residential development and streets for circulation within such development. The right-of-way width shall be not less than 60 feet

(6)

The right-of-way width shall be measured from lot line to lot line and shall not be less than 50 feet unless a marginal access street as set forth in Subsection C(2) of this section; provided, however, that where the Board has adopted the Master Plan with proposals regarding the street system within the proposed subdivision, the subdivider shall show the streets to conform in design and in width to the proposals shown on the Master Plan. Subdivisions that adjoin or include existing streets that do not conform to the widths as shown on the Master Plan or Official Map or the street width requirements of this chapter shall dedicate additional width along either one or both sides of said road. If the subdivision is along one side only, 1/2 of the required extra width shall be dedicated.

(7)

The pavement width of public streets shall be measured from curb to curb and shall not be less than the following:

(a)

Minor streets: 30 feet.

(b)

Collector streets: 40 feet.

(c)

Arterial streets: 46 feet

(d)

Marginal access streets: 40 feet

(e)

Others: as designated on the adopted Master Plan.

(8)

Any subdivider who proposes a private street shall be required to construct the same improvements as would be required for a public street.

(9)

No subdivision showing reserve strips controlling access to streets shall be approved, except where the control and disposal of land comprising such strips has been placed in the governing body under conditions approved by the Planning Board.

(10)

Grades of arterial and collector streets shall not exceed 4%. Grades on other streets shall not exceed 10%. No street shall have a minimum grade of less than 6/10 of 1%. Maximum grades permitted on driveways between the street right-of-way line and the building setback line shall not exceed 8%.

(11)

Street intersections shall be as nearly at right angles as is possible, and in no case shall they be less than 60°. The block corners at intersections shall be rounded at the curbline with a curve having a radius of not less than 25 feet. No driveway dropped curve shall be permitted on any portion of the radius curve.

(12)

Street offsets of less than 125 feet shall be prohibited.

(13)

A tangent at least 100 feet long shall be introduced between reverse curves on arterial and collector streets.

(14)

When connecting street lines deflect from each other at any point by more than 10° and not more than 45°, they shall be connected by a curve with a radius of not less than 100 feet for minor streets and 300 feet for arterial and collector streets.

(15)

All changes in grade shall be connected by parabolic vertical curves to provide a sight distance of 200 feet based on a height of eye of 4 1/2 feet and a height of object of four inches.

(16)

Dead-end streets.

(a)

Dead-end streets shall not be longer than the distance as shown on the following table:

Zone	Maximum Length (feet)
R-40	1,400
R-25	1,200
R-15	1,000
R-10	800

(b)

All dead-end streets shall provide a turnaround at the end with a radius of not less than 50 feet and tangent whenever possible to the right side of the street. If a dead-end street is of a temporary nature, a similar turnaround shall be provided and provisions made for future extension of the street and reversion of the excess right-of-way to the adjoining properties.

(17)

Street names are subject to the approval of the Planning Board. No street shall have a name which will duplicate or so nearly duplicate as to be confused with the names of existing streets. The continuation of an existing street shall have the same name.

(18)

Where a tract is subdivided into larger parcels than zoned building lots, such parcels shall be arranged so as to allow the opening of future streets and logical further subdivisions as approved by the Planning Board.

(19)

Half streets shall be prohibited, except where essential to the reasonable development of the subdivision and in conformity with other requirements of these regulations and where the Planning Board finds it will be practical to require the dedication of the other half when the adjoining property is subdivided. Wherever a half street is adjacent to a tract to be subdivided, the other half of the street shall be platted within such tract

(20)

Block length and width.

(a)

Block length and width or acreage within bounding roads shall be such as to accommodate the size of lot required in the area by the Zoning Ordinance[1] and to provide for the convenient access, circulation control and safety of street traffic. Block lengths shall not under any circumstances exceed the following;

Zone	Maximum Length (feet)
R-40	1,800
R-25	1,500
R-15	1,200
R-10	1,200

[1]

Editor's Note: See Part 5, Zoning, of this chapter.

(b)

In blocks over 1,000 feet long, pedestrian rights-of-way may be required at locations within the block deemed necessary by the Planning Board. Such right-of-way shall be at least 10 feet wide and be from street to street and shall have a five-foot sidewalk down its center.

All lots hereafter created shall meet the minimum requirements of the zone in which they fall as hereinafter regulated in Part 5 of this chapter. In addition, the following requirements shall be met:

(1)

Insofar as is practical, side lot lines shall be at right angles to straight streets and radial to curved streets.

(2)

Each lot must front upon a street that meets the standards of Subsection C of this section.

(3)

Where extra width has been dedicated for the widening of existing streets, lots shall begin at such extra-width line, and all setbacks shall be measured from such line. Any lot in single ownership, as defined herein, which met the minimum requirements of the Land Use Ordinance at the time of its adoption on December 30, 1976, but which has subsequently become nonconforming because additional street right-of-way has been obtained by the Township, county or State of New Jersey for road improvement by purchase, donation. dedication, condemnation or other legal means may be used for any use not otherwise prohibited in said district in which it lies, and the required minimum lot area, setbacks and front, side and rear yards, if affected, shall be reduced by the area deeded to the Township, county or state as aforesaid.

(4)

Where there is a question as to the suitability of a lot or lots for their intended use due to factors such as rock formations, flood conditions or similar circumstances, the Planning Board may, after adequate investigation, withhold approval of such lots for future development.[2]

[2]

Editor’s Note: Former Subsections D(5) and (6), requiring corner lots to have sufficient width to meet other requirements and requiring all lots to be at least 50 feet wide along its front or the street right-of-way line, respectively, were repealed 9-13-2018 by Ord. No. 19-2018.

The following standards shall be met for all public use and service areas:

(1)

In large-scale development, easement along rear property lines or elsewhere for utility installation may be required. Such easements shall be at least 15 feet wide and located in consultation with the companies or municipal departments concerned.

(2)

Where a subdivision is traversed by a watercourse, drainageway channel or stream, there shall be provided a stormwater easement or drainage right-of-way, conforming substantially to the lines of such watercourse, and such further width or construction, or both, as will be adequate for the purpose.

(3)

Natural features such as trees, brooks, hilltops and views shall be preserved whenever possible in designing any subdivision containing such features.

Maintenance of open space.

(1)

Any subdivision that employs the concept of open space zoning or residential cluster as hereinafter regulated in Part 5 of this chapter shall either deed the open space land to the Township or shall make provision for the establishment of an open space organization, which shall own and maintain said open space for the benefit of owners or residents of the development. Such organization shall not be dissolved and shall not dispose of any open space, by sale or otherwise, except to an organization conceived and established to own and maintain the open space for the benefit of such development, and thereafter such organization shall not be dissolved or dispose of any of its open space without first offering to dedicate the same to the Township of Hanover.

(2)

In the event that such organization shall fail to maintain the open space in reasonable order and condition, Township Committee may serve written notice upon such organization or upon the owners of the development, setting forth the manner in which the organization has failed to maintain the open space in reasonable condition, and said notice shall include a demand that such deficiencies of maintenance be cured within 35 days thereof and shall state the date and place of a hearing thereon which shall be held within 15 days of the notice.

(3)

At such hearing, the Township Committee may modify the terms of the original notice as to deficiencies and may give a reasonable extension of time, not to exceed 65 days, within which they shall be cured.

(4)

If the deficiencies set forth in the original notice or in the modification thereof shall not be cured within said 35 days or any permitted extension thereof, the Township, in order to preserve the open space and maintain the same for a period of one year, may enter upon and maintain such land. Said entry and maintenance shall not vest in the public any right to use the open space, except when the same is voluntarily dedicated to the public by the owners.

(5)

Before the expiration of said year, the Township Committee shall, upon its initiative or upon the request of the organization theretofore responsible for the maintenance of the open space, call a public hearing upon 15 days' written notice to such organization and to the owners of the development, to be held by the Township Committee, at which hearing such organization and the owners of the development shall show cause why such maintenance by the Township shall not, at the election of the Township, continue for a succeeding year.

(6)

If the Township Committee shall determine that such organization is ready and able to maintain said open space in reasonable condition, the Township shall cease to maintain said open space at the end of said year. If the Township Committee shall determine that such organization is not ready and able to maintain said open space in a reasonable condition, the Township may, in its discretion, continue to maintain said open space during the next succeeding year, subject to a similar hearing and determination in each year thereafter. The decision of the Township Committee in any such case shall constitute a final administrative decision, subject to judicial review.

(7)

The cost of such maintenance by the Township shall be assessed pro rata against the properties within the development that have a right of enjoyment of the open space in accordance with assessed value at the time of imposition of the lien and shall become a lien and tax on said properties and be added to and be a part of the taxes to be levied and assessed thereon and shall be enforced and collected with interest by the same officers and in the same manner as other taxes.

Where a public water supply system approved by the municipality is reasonably accessible, the Township Committee may require that each lot within the subdivision area shall be provided with water from such public water supply system, subject to the water being made available by the owner of such public system.

Sanitary sewers, sanitary sewer lines and their associated facilities, such as lift pumps, siphons and building Y-branches, shall be of a size, location, construction and installation which shall be subject to the approval of the Hanover Sewerage Authority. If final approval is sought prior to the completion of such sewer lines, the amount set forth in the performance guaranty shall be subject to the approval of the Hanover Sewerage Authority. Where no public sewage facilities are available for immediate tie-in, the subdivider shall install individual sewage disposal systems for each lot. All such individual sewage disposal systems shall be constructed in accordance with the existing regulations of the Board of Health.[3]

[3]

Editor's Note: See Part III, Board of Health Legislation, of the Code of the Township of Hanover.

For all major subdivisions, the applicant shall arrange with the serving utility for the underground installation of the utilities' distribution supply lines and service connections in accordance with the provisions of the applicable standard terms and conditions incorporated as a part of its tariff as the same are then on file with the State of New Jersey Board of Public Utility Commissioners. Lots in such subdivisions which abut existing streets where overhead electric or telephone distribution supply lines have theretofore been installed on any portion of the streets involved may be supplied with electric and telephone service from such overhead lines or extensions thereof, but the service connection from the utilities' overhead lines shall be installed underground.

All subdivisions shall, to the greatest degree possible, follow energy-efficient design principles and maximize the use of renewable energy sources. Within the limits of practicability and feasibility, the criteria listed below shall be followed:

(1)

Streets. Streets shall also be so oriented as to permit the buildings to be constructed thereon to maximize solar gain. Where possible, streets shall run in an east-west direction.

(2)

Lots. Lots shall also be oriented so as to permit buildings to be constructed thereon to maximize solar gain. Where possible, the long access of a lot shall run in a north-south direction.

(3)

Topography. The development shall take advantage of topographic features to maximize solar gain and afford protection from winter winds. Where possible, development shall be oriented to southerly slopes.

(4)

Vegetation. Maximum use shall be made of natural vegetation which will afford protection from winter winds and provide shading in the summer.

Parking Space Design	Space Width (feet)	Space Length (feet)
Less than 2-foot curb overhang	9	20
At least 2-foot curb overhang	9	18

Angle of Parking Space (degrees)	Aisle Width (feet)
0 (parallel)	12
30	11
45	13
60	18
75	22
90	24

Type of Vehicle	Space Width (feet)	Space Length (feet)
Light delivery truck	11	25
Single-unit truck	12	35
Tractor trailer (WB-50)	12	55
Other	As determined by the reviewing agency

Vehicle Type	Required Aisle Width (feet)
Light delivery truck	25
Single-unit truck	35
Tractor trailer (WB-50)	55
Other	As determined by the reviewing agency

Parking Space Design	Space Width (feet)	Space Length (feet)
Less than 2-foot curb overhang	9	18

[Added 2-23-2006 by Ord. No. 4-2006; amended 2-11-2021 by Ord. No. 3-2021]

Scope and purpose.

(1)

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.

(2)

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

(3)

Applicability.

(a)

This section shall be applicable to the following major developments:

[1]

Nonresidential major developments; and

[2]

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

(b)

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

(4)

Compatibility with other permit and ordinance requirements.

(a)

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.

(b)

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 chapter 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.

CONTRIBUTORY DRAINAGE AREA

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.

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.

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:

(1)

Treating stormwater runoff through infiltration into subsoil;

(2)

Treating stormwater runoff through filtration by vegetation or soil; or

(3)

Storing stormwater runoff for reuse.

HUC 14 or HYDROLOGIC UNIT CODE 14

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.

MAJOR DEVELOPMENT

(1)

An individual development, as well as multiple developments that individually or collectively result in:

(a)

The disturbance of one or more acres of land since February 2, 2004;

(b)

The creation of 1/4 acre or more of regulated impervious surface since February 2, 2004;

(c)

The creation of 1/4 acre or more of regulated motor vehicle surface since March 2, 2021; or

(d)

A combination of Subsection (1)(b) and (c) above that totals an area of 1/4 acre or more. The same surface shall not be counted twice when determining if the combination area equals 1/4 acre or more.

(2)

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 meet any one or more of Subsection (1)(a), (b), (c), or (d) above. 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 chapter. 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 chapter. Alternative stormwater management measures, removal rates, or calculation methods may be utilized, subject to any limitations specified in this chapter, provided the design engineer demonstrates to the Township approving authority, in accordance with Subsection D(6) of this section 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 chapter.

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:

(1)

A net increase of impervious surface;

(2)

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);

(3)

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

(4)

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

REGULATED MOTOR VEHICLE SURFACE

Any of the following, alone or in combination:

(1)

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

(2)

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.

STATE DEVELOPMENT AND REDEVELOPMENT PLAN METROPOLITAN PLANNING AREA (PA1)

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 RUNOFF

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

TOWNSHIP

The Township of Hanover or its approving authority, as applicable.

URBAN REDEVELOPMENT AREA

Previously developed portions of areas delineated on the State Plan Policy Map (SPPM) as the Metropolitan Planning Area (PA1), Designated Centers, Cores or Nodes. For purposes of this definition, "previously developed" shall mean that at the time an application is filed, or at the time of start of construction if no application is required, does not provide any groundwater recharge.

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 water 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.

(1)

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:

(a)

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

(b)

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

(2)

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.

(1)

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.

(2)

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).

(3)

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

(a)

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

(b)

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

(c)

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.

(4)

A waiver from strict compliance from the green infrastructure, groundwater recharge, stormwater runoff quality, and stormwater runoff quantity requirements of Subsection D(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:

(a)

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

(b)

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

(c)

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

(d)

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 Subsection D(16), (17) and (18) that were not achievable on-site.

(5)

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 Subsection D(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 Register 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.

(6)

Where the BMP tables in the NJ 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	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 after Table 3 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	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 after Table 3 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	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 Subsection D(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 Subsection B.
(h)	Manufactured treatment devices that do not meet the definition of green infrastructure at Subsection B.

(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 Township. 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 Subsection F(2). Alternative stormwater management measures may be used to satisfy the requirements at Subsection D(15) only if the measures meet the definition of green infrastructure at Subsection B. Alternative stormwater management measures that function in a similar manner to a BMP listed at Subsection (15)(b) are subject to the contributory drainage area limitation specified at Subsection (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 Subsection (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 Subsection D(4) is granted from Subsection D(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:

(a)

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);

(b)

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 Subsection H(3);

(c)

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;

(d)

Stormwater management BMPs shall be designed to meet the minimum safety standards for stormwater management BMPs at Subsection H; and

(e)

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 Subsection B may be used only under the circumstances described at Subsection D(15)(d).

(11)

Any application for a new agricultural development that meets the definition of major development at Subsection B shall be submitted to the Soil Conservation District for review and approval in accordance with the requirements at Subsection D(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 Subsection D(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 Township's stormwater management plan or regulations shall be reflected in a deed notice recorded in the office of the Morris County Clerk. A form of deed notice shall be submitted to the Township 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 Subsection D(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 Subsection J(2)(e). Prior to the commencement of construction, proof that the above-required deed notice has been filed shall be submitted to the Township. 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 Township is not a copy of the complete recorded document, a copy of the complete recorded document shall be provided to the Township within 180 calendar days of the authorization granted by the Township.

(14)

A stormwater management measure approved under the municipal stormwater management plan or regulations may be altered or replaced with the approval of the Township, if the Township determines that the proposed alteration or replacement meets the design and performance standards pursuant to Subsection D of this section 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 Township for approval and subsequently recorded with the office of the Morris 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 Subsection D(13) above. Prior to the commencement of construction, proof that the above-required deed notice has been filed shall be submitted to the Township in accordance with Subsection D(13) above.

(15)

Green infrastructure standards.

(a)

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.

(b)

To satisfy the groundwater recharge and stormwater runoff quality standards at Subsection D(16) and (17), the design engineer shall utilize green infrastructure BMPs identified in Table 1 at Subsection D(6) and/or an alternative stormwater management measure approved in accordance with Subsection D(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

(c)

To satisfy the stormwater runoff quantity standards at Subsection D(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 Subsection D(7).

(d)

If a variance in accordance with N.J.A.C. 7:8-4.6 or a waiver from strict compliance in accordance with Subsection D(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 Subsection D(7) may be used to meet the groundwater recharge, stormwater runoff quality, and stormwater runoff quantity standards at Subsection D(16), (17) and (18).

(e)

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 Subsection D(16), (17) and (18), unless the project is granted a waiver from strict compliance in accordance with Subsection D(4).

(16)

Groundwater recharge standards.

(a)

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

(b)

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

[1]

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

[2]

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

(c)

This groundwater recharge requirement does not apply to projects within the urban redevelopment area, or to projects subject to Subsection D(16)(d) below.

(d)

The following types of stormwater shall not be recharged:

[1]

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

[2]

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.

(a)

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 1/4 acre or more of regulated motor vehicle surface.

(b)

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

[1]

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.

[2]

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.

(c)

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)[2] 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.

(d)

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

(e)

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 post-construction 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 Subsection D(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 post-construction load of total suspended solids by 95% of the anticipated load from the developed site, expressed as an annual average.

(j)

This 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).

(18)

Stormwater runoff quantity standards.

(a)

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

(b)

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

[1]

Demonstrate through hydrologic and hydraulic analysis that for stormwater leaving the site, post-construction 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;

[2]

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; or

[3]

Design stormwater management measures so that the post-construction 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 post-construction stormwater runoff that is attributable to the portion of the site on which the proposed development or project is to be constructed.

(c)

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:

(1)

Stormwater runoff shall be calculated in accordance with the following:

(a)

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

[1]

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

[2]

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.

(b)

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 Subsection E(1)(a)[1] and the Rational and Modified Rational Methods at Subsection E(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).

(c)

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.

(d)

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.

(e)

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 take into account the effects of tailwater in the design of structural stormwater management measures.

(2)

Groundwater recharge may be calculated in accordance with the following:

The 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:

(1)

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.

(a)

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.

(b)

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

(2)

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:

(1)

Site design features identified under Subsection D(6) above, or alternative designs in accordance with Subsection D(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 Subsection G(1)(b) below.

(a)

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:

[1]

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

[2]

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.

[3]

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.

(b)

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

[1]

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;

[2]

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

[3]

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 1/2 inches wide (this option does not apply for outfall netting facilities); or

[b]

A bar screen having a bar spacing of 0.5 inches.

[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 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:

(1)

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

(2)

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 Subsection H(3)(a), H(3)(b) and H(3)(c) for trash racks, overflow grates, and escape provisions at outlet structures.

(3)

Requirements for trash racks, overflow grates and escape provisions.

(a)

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:

[1]

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

[2]

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

[3]

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.

(b)

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:

[1]

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

[2]

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

[3]

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.

(c)

Stormwater management BMPs shall include escape provisions as follows:

[1]

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 Township pursuant to Subsection H(4), relief from this requirement may be granted for a freestanding outlet structure.

[2]

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 to 1 1/2 feet above the permanent water surface. See Subsection H(5) for an illustration of safety ledges in a stormwater management BMP; and

[3]

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.

(4)

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

(5)

Safety ledge illustration.

Elevation View -Basin Safety Ledge Configuration

Procedural requirements for a site development stormwater plan.

(1)

Submission of site development stormwater plan.

(a)

Whenever an applicant seeks Township approval of a development subject to this section, the applicant shall submit all of the required components of the submission requirements for applications for subdivision or site plan approval in Article XII pertaining to stormwater management as part of the submission of the application for approval.

(b)

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

Maintenance and repair:

(1)

Applicability. Projects subject to review as in Subsection A(3) of this section shall comply with the requirements of Subsection J(2) and J(3).

(2)

General maintenance.

(a)

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

(b)

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 NJ BMP Manual, as well as the tasks specific to the type of BMP, as described in the applicable chapter containing design specifics.

(c)

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.

(d)

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.

(e)

If the party responsible for maintenance identified under Subsection J(2)(c) above is not a public agency, the maintenance plan and any future revisions based on Subsection J(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 Subsection J(2)(c) above shall perform all of the following requirements:

[1]

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;

[2]

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

[3]

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 Subsection J(2)(f) and J(2)(g) above.

(h)

The requirements of Subsection J(2)(c) and J(2)(d) do not apply to stormwater management facilities that are dedicated to and accepted by the Township or another governmental agency, subject to all applicable municipal stormwater general permit conditions, as issued by the Department.

(i)

In the event that the stormwater management facility becomes a danger to public safety or public health, or if it is in need of maintenance or repair, the Township 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 Township, 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 Township or county 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.

(3)

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