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Maplewood City Zoning Code

ARTICLE IV

Design and Performance Standards

§ 271-33 General provisions.

A. 
All developments shall conform to design standards encouraging sound development patterns within the Township. Where an Official Map or Master Plan have been adopted, the development shall conform to them.
B. 
Land identified in the Master Plan or Natural Resources Inventory as environmentally critical and unsuitable for development due to flooding, improper drainage, shallow depth to water table, steep slopes, utility easements or similar problems shall not be designed for development unless adequate and acceptable methods are formulated to address the problem.
C. 
Specific design considerations may be referred to the Design Review and Beautification Committee[1] for an advisory review by the Planning Board, the Zoning Board of Adjustment, the Construction Official and the Site Plan Review Committee.
[1]
Editor's Note: Said Committee was dissolved 12-15-2009 by Ord. No. 2612-09.

§ 271-34 Access to nonresidential uses.

No access to a nonresidential use in a nonresidential zone shall be permitted by ingress or egress through a residential zone.

§ 271-35 Accessory buildings and structures.

A. 
Any accessory building attached to a principal building is considered part of the principal building and shall adhere to the yard requirements for the principal building.
B. 
The distance from an accessory building to a side property line shall not be less than the side yard requirement of the principal building.
C. 
A garage erected in the rear yard shall be placed no less than four feet from the rear property line. If the lot has a greater depth than 150 feet, the garage may be located as though the lot had a depth of only 150 feet. A preexisting nonconforming detached garage may be rebuilt as of right in the event of destruction or desire to modernize, provided that the newly constructed garage does not increase any nonconformity with current ordinance requirements that exist with the preexisting nonconforming garage.
[Amended 5-7-2013 by Ord. No. 2720-13]
D. 
The distance from an accessory building to a principal building shall not be less than 10 feet, nor less than six feet from another accessory building.
E. 
Accessory buildings and structures in residential districts shall not exceed 16 feet in height and may occupy no more than the equivalent of 25% of a required rear yard or 900 square feet, whichever is smaller.
F. 
Accessory buildings shall be located in the side or rear yard only. On a corner lot, the setback from each street shall be no less than the setback for the principal building.
G. 
In all zones other than residential zones, accessory buildings shall meet the height and setback requirements of the principal building.
H. 
A receiving dish antenna or satellite receiving station shall be considered an accessory structure. It shall be no more than six feet in height, including the supporting structure. It shall be located in the rear yard only. On corner lots which have no defined rear yard, it shall be located in a side yard a minimum of two times the required front setback from the street line. This type of structure shall not be mounted on the principal building or on an accessory building. It shall be screened from view from adjoining properties and streets by evergreen planting, which shall be at least six feet in height at the time of planting. There shall be no more than one receiving dish antenna per lot. A transmitting dish antenna is not a permitted use.
I. 
A structure (whether attached to a building or detached) used as a radio antenna (including the base, the tower boom and the antenna), hereafter the "radio antenna structure," may be an overall maximum of 40 feet in height, provided that the height of the radio antenna structure (not including the residence with respect to an attached structure) shall in no event exceed 1.1 times the distance from the nearest property line. A radio antenna structure may have an additional 20 feet in height, up to a maximum of 60 feet total height, upon the issuance of a conditional use permit by the approving authority; provided, however, that the applicant complies with the following standards:
(1) 
The radio antenna structure is set back from the nearest lot line not less than 1.1 times the height of the antenna.
(2) 
The radio antenna structure is located in the rear yard.
(3) 
The approving authority grants site plan approval. Among the factors to be considered by the approving authority as part of site plan and conditional use approval are the precise location of the radio antenna structure and the adequacy of screening of the structure.
J. 
Solar collectors shall be permitted either as detached structures or attached to an accessory or principal building.
[Amended 3-20-2018 by Ord. No. 2895-18]
(1) 
A detached solar collector shall be:
(a) 
Permitted in the rear yard only;
(b) 
Prohibited in the front and side yards, except on corner lots which have no defined rear yard, it may be located in a side yard at a minimum of two times the required front setback from the street line;
(c) 
Conform to all rear and side yard setback requirements of an accessory structure;
(d) 
Be no more than six feet in height, including the supporting structure; and
(e) 
Be counted as a structure for purposes of calculating lot coverage.
(2) 
If they are attached to an accessory or principal building, they shall be considered a part of the building and they shall not exceed the height limits established under this chapter. Solar collectors shall be submitted to the Construction Official for review and approval.

§ 271-36 Affordable housing.

[Added 3-20-1990 by Ord. No. 1824; amended 4-3-1990 by Ord. No. 1823]
All matters related to the implementation of the Fair Share Compliance Plan, including but not limited to contributions to the Housing Rehabilitation Fund, housing rehabilitation activities, Regional Contribution Agreements and the on-site provision of housing for low- and moderate-income households, shall be consistent in their implementation with the standards of the New Jersey Fair Housing Act,[1] the New Jersey Council on Affordable Housing, and the specific provisions of this chapter.
[1]
Editor's Note: See N.J.S.A. 52:27D-301 et seq.

§ 271-37 Buffers.

[Amended 6-20-2006 by Ord. No. 2361-06]
Buffer areas are required between residential and nonresidential development. They are also required between multifamily or townhouse development and areas zoned, developed or proposed for single-family dwellings. Buffer areas shall be established in accordance with the following standards:
A. 
All planted screens shall consist of a strip not less than four feet wide, densely planted with evergreens not less than four feet high at the time of planting and of a type that will form a year-round screen of not less than six feet in height within three years from the date of planting. Utilization of native vegetation and preservation of natural wooded tracts that meet the dimensional requirements above shall be utilized over planting non-native species in the buffer area.
B. 
Buffer areas shall be maintained and kept clean of all debris, rubbish, weeds and tall grass by the owner. Any screen planting shall be maintained permanently, and any plant material which does not live shall be replaced within one year or one growing season.
C. 
No structure, activity, storage of materials or parking of vehicles shall be permitted in a buffer area except access drives from public streets and signs.
D. 
A buffer area shall be planted and maintained by the owner to conceal parking and loading areas, to eliminate the glare of vehicle lights throughout the year and to screen the building from the adjoining residential areas. If the approving authority determines that a planted screen will not provide an effective buffer, it shall permit the construction of a wood or masonry fence or wall up to six feet in height in lieu of the planted buffer. In areas where established vegetation is to be incorporated in the buffer area, supplemental plantings may be required to achieve the desired screening results. If the approving authority finds these supplemental plantings may not grow satisfactorily, stockade fence(s) six feet high shall be erected in the buffer area.
E. 
The use of buffer areas to control on-site stormwater via disconnected impervious surfaces is encouraged. If utilized for stormwater treatment, the buffer area shall include plantings that are conducive to this use.
F. 
The approving authority shall have the power to waive any of the buffer requirements if it determines an adequate buffer can be provided in other ways or if it is determined that a buffer is not needed based on the physical features of the area.

§ 271-38 Building appearance in residential zones.

A. 
No building intended to be used for a one- or two-family dwelling shall be permitted unless it will be different from any neighboring building in the following respects:
(1) 
Interior room relationships within the building shall be substantially different from neighboring buildings. This difference must be reflected in the design or appearance from any neighboring buildings and must be apparent in the location of windows, doors, porch, garage or roof design, and the exterior finish with respect to material of that elevation which faces the street frontage of the lot. A mirror image of a neighboring building shall not be considered a substantial difference.
(2) 
A "neighboring building" shall mean any building then in existence or for which a building permit has been issued or an application filed, erected or to be erected on a lot which is separated in all directions regardless of intervening streets by less than two lots from the lot on which the building will be located. No building shall be deemed to be a neighboring building to any other building if the rear elevations of the buildings face each other.
(3) 
No building appearance shall be so markedly incongruous in comparison with the appearance of any neighboring building as to adversely affect property values in the immediate neighborhood.
B. 
No building intended to be used for attached dwellings or for a two-family dwelling where the units are attached side-by-side shall be permitted unless the following standards are followed:
(1) 
There shall be a maintenance agreement binding on the various owners of the housing units which shall set forth rules and regulations on the exterior maintenance of the building. Such rules shall specify the paint color, exterior materials and other matters related to the exterior of the building which will be visible from public streets or parking lots serving the dwellings. It shall also specify who has the responsibility for maintaining the exterior appearance of the buildings.
(2) 
No more than four attached dwellings shall be permitted without a break in the plane of the front facade of at least four feet. Surface materials shall be varied to provide interest and a neighborhood appearance. The use of a single exterior siding material shall be avoided unless there is sufficient architectural interest in the facade to avoid the appearance of either an institutional or nonresidential use.
(3) 
In the event that the choice of heating fuels does not require the use of a conventional brick, stone or masonry chimney, there shall be a simulated conventional chimney provided for each dwelling unit.

§ 271-39 Community residences for developmentally disabled; shelters for victims of domestic violence.

A. 
Pursuant to N.J.S.A. 40:55D-66.1, community residences for the developmentally disabled and community shelters for victims of domestic violence, which terms shall have the meanings set forth in N.J.S.A. 40:55D-66.2, shall be a permitted use in residential districts R-1-7, R-1-5, R-1-4, R-2-4 and RGA.
(1) 
If such a residence or shelter houses more than six persons, excluding residence staff, it may be permitted upon the issuance of a conditional use permit by the approving authority, provided that:
(a) 
No more than 15 persons, excluding resident staff, shall be housed in such a residence or shelter.
(b) 
No permit will be issued to a proposed residence or shelter located within 1,500 feet of any existing such residence or shelter.
(c) 
Such a residence or shelter is located only abutting an arterial or collector street.
(2) 
A permit shall be denied if the number of persons, excluding resident staff, resident at such existing residences or community shelters in the Township exceeds 50 persons or five-tenths percent (0.5%) of the population of the Township, whichever is greater.
B. 
If a residence houses mentally ill persons, such residence must have been approved for a purchase of service contract or an affiliation agreement pursuant to such procedures established by regulation of the New Jersey Division of Mental Health and Hospitals of the Department of Human Services.
C. 
All such residences or shelters shall comply with all applicable standards of the New Jersey Uniform Construction Code and the Fire Prevention Code then in effect in the Township.
D. 
All such community residences and shelters shall comply with the zoning requirements in the district in which they are located and for the type of housing that it is (single-family detached or single-family attached). Existing housing which does not conform to this chapter shall not be used for community residences or shelters.
E. 
Such residences or shelters shall give preference to persons residing in the Township.
F. 
One on-site parking space shall be provided for each two beds, plus one space for each staff member, whether or not a resident. One of the nonstaff spaces shall be twelve by nineteen (12 x 19) feet to conform to the requirements of this chapter for handicapped parking.
G. 
The exterior design of the facility shall conform to the general character of the area.

§ 271-40 Curbs and gutters. [1]

[Amended 6-20-2006 by Ord. No. 2361-06]
A. 
Unless waived by the approving authority, concrete curb shall be installed along all streets and along all edges of pavement within a site. The standard curb section shall be 10 feet in length with preformed bituminous cellular-type expansion joint material on not more than twenty-foot centers and shall be set in accordance with approved lines and grades, and radial curbs shall be formed in a smooth curve. The finish shall be a smooth float finish with corners rounded. Concrete vertical curbs shall be six by eight by 18 inches (six-inch exposed face), having a twenty-eight-day compressive strength of 4,000 pounds per square inch and shall be air-entrained.
B. 
Barrier-free curb ramps shall be constructed in accordance with the Design Standards for Curb Ramps for the Physically Handicapped of the New Jersey Department of Transportation.
C. 
Where curbs are waived or where alternate curbs are allowed, such as granite block or rolled concrete curb, an appropriate method of stabilizing the edge of paving, controlling erosion and managing stormwater shall be incorporated in the design.
D. 
On streets and along edges of pavement where the drainage is to be directed into adjoining landscape areas/buffers; flush curb with curb stops (as applicable) or curbing with curb cuts will be permitted in lieu of curb.
[1]
Editor's Note: For additional regulations, see Ch. 239, Streets and Sidewalks, Art. V, Repair and Replacement of Sidewalks and Curbs.

§ 271-41 Drainage.

[Amended 6-20-2006 by Ord. No. 2361-06]
All streets shall be provided with catch basins and pipes where the same may be necessary for proper surface drainage. Where feasible, the use of vegetated swales in lieu of inlets and piping is encouraged. Vegetated swales shall be designed in accordance with the latest edition of New Jersey Stormwater Best Management Practices Manual. The requirements of this section shall not be satisfied by the construction of dry wells. The system shall be adequate to carry off or store the stormwater and natural drainage water which originates within the subdivision boundaries and that which originates beyond the subdivision boundaries and passes through the subdivision calculated on the basis of maximum development as permitted under the provisions of this chapter. No stormwater runoff or natural drainage water shall be so diverted as to overload existing drainage on other lands without proper and approved provisions being made for taking care of these conditions.
A. 
The time of concentration used in computing stormwater runoff shall be the equivalent of the time required for water falling at the most remote point of the drainage area to reach the point in the drainage system under construction.
B. 
Computations of the rate of flow at any given location shall be based on the Rational Formula, Q = CIA, where:
Q = Flow in cubic feet per second
C = Runoff factor
I = Intensity of rainfall in inches per hour
A = Watershed area in acres
C. 
In setting the value of the runoff coefficient C, consideration shall be given to the physical features of the drainage basin and the best available data on the future density of development of the drainage basin. In no case shall C be less than 0.40 after development.
D. 
The intensity (I) should be based on the following:
(1) 
Ten-year-storm criteria for low points with a relief swale.
(2) 
Twenty-five-year-storm criteria for flow carried in pipes.
(3) 
One-hundred-year-storm criteria for all culvert designs.
(4) 
The Rainfall Intensity = Duration = Frequency Curves published by the United States Department of Commerce, Weather Bureau, shall be used in the above computation.
E. 
Where any development is traversed by a watercourse or where a new swale or piped system is installed, a drainage right-of-way easement shall be dedicated to the Township. A minimum of 15 feet beyond the bank top on at least one side of a watercourse shall be provided for access.
F. 
Stormwater designs shall result in stormwater leaving the property at the same rate that existed prior to the development. All measures shall comply with the soil erosion and sediment control provisions of this chapter.[1] Grading shall direct drainage away from all buildings, prevent the collection of water in pools and avoid the concentration of stormwater from one lot to another.
[1]
Editor's Note: See § 271-57.
G. 
All major developments that exceed one or more acres of land disturbance shall meet the standards outlined in the Township stormwater management and control plan.
H. 
All catch basins installed as part of new development and redevelopment or that exist and are in direct contact with repaving, repairing (excluding repair of potholes and seal coating) shall meet the following standards:
(1) 
Grates shall be 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 (April 1996).
(2) 
Whenever curb-opening inlets are used, a clear space in the 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 seven square inches, or be no greater than two inches across the smallest dimension. Exemptions to this requirement will be waived where the reviewing agency determines that the standard would cause inadequate hydraulic performance that could not practicably be overcome by using additional or larger storm drain inlets that meet these standards.

§ 271-42 Easements.

[Amended 6-20-2006 by Ord. No. 2361-06]
Drainage and utility easements shall be along side or rear property lines where possible, shall not be less than 15 feet wide, shall be dimensioned on the plat, shall provide for maintenance access, shall prohibit plantings or construction and shall be identified as follows: "Drainage/utility easement granted to the Township of Maplewood as provided for in the Zoning and Development Regulations Ordinance."

§ 271-43 Fences and walls and security doors.

[Amended 4-21-1987 by Ord. No. 1725; 4-16-1991 by Ord. No. 1850; 6-4-1991 by Ord. No. 1859; 6-6-1995 by Ord. No. 1970; 5-4-1999 by Ord. No. 2096-99; 6-20-2006 by Ord. No. 2361-06]
A. 
Residential zones.
(1) 
Fences erected in residential zones, except those required to enclose swimming pools, shall not exceed four feet in height. No fence shall be located closer to the front property line that the building setback line as established in other sections of this chapter. Notwithstanding the foregoing, a six-foot fence may be erected along the rear property line, provided that the property upon which the six-foot fence is to be constructed abuts the rear property line of the adjacent property.
[Amended 3-18-2014 by Ord. No. 2743-14]
(2) 
In the case of a corner property, both street frontages shall be treated separately, and both shall require setbacks as noted in Subsection A(1) above.
(3) 
Notwithstanding the provisions of Subsections A(1) and A(2), the owner of a corner property may erect a fence not in excess of four feet in height, not closer than 15 feet from the property line, on one frontage only but not in the portion common to both front yards. Should the owner of a corner property erect a fence as permitted by this Subsection A(3), that fence shall be placed such that any line drawn perpendicular to the property line on the frontage where the fence is constructed shall not cross both the fence and the side of the structure facing said property line.
(4) 
Should a corner property owner erect a fence within a location permitted by Subsection A(3), the fence must be buffered by natural shrubbery which shall consist of densely planted evergreens that form a year-round screen and will be sufficient to completely cover the fence within three years. The screen planting shall be maintained, and any plant material which does not live shall be replaced within one year or one growing season. The planted screen shall be such that the fence is not visible from either street.
B. 
Fences in commercial zones shall not exceed six feet in height. No fence shall be located closer to the front property line than the building setback line as established in other sections of this chapter.
C. 
Fences and walls shall not be located in any required sight triangle or within any public right-of-way or easement.
D. 
Metal accordion, grate or grill-type protective gates or doors for retail or commercial establishments shall be installed in the interior of the premises only and shall be so that visibility into the establishment is not diminished as a result of their installation. There shall be no signage or graphics placed on either the grate or any containment box.
E. 
If barbed wire is proposed, it shall only be permitted along the top of a fence, it shall be installed within the overall height limits for fencing as established in this chapter, it shall be permitted only on nonresidential properties, and the use of ribbon-type barbed wire shall not be permitted. Where barbed wire is proposed, it shall not be permitted without the written permission of the adjacent owner.
F. 
Before erecting any fence greater than two feet in height or greater than 16 feet in length, the property owner shall make application to the Construction Official for a fence construction permit.[1] Subsequent to the erection of any such fence, the Construction Official shall inspect the same and, if it is in compliance with this chapter, shall issue a certificate of approval.
[1]
Editor's Note: For fee for fence construction permit, see Ch. 123.
G. 
All fences and walls having a finished side shall be constructed with the finished side facing outward from the property on which it is constructed and toward adjacent properties or the street. For purposes of this section, the "finished side" shall be defined as the side opposite the posts, rails, supporting boards or piers.

§ 271-44 Fire protection.

[Amended 6-20-2006 by Ord. No. 2361-06]
Provision shall be made for fire hydrants along streets or on the walls of nonresidential structures as approved by the Fire Department or the Township Engineer and in accordance with the Insurance Services Office of New Jersey. The midpoint of all lots served by a central water supply shall be within 500 feet of a functioning fire hydrant. Hydrants shall have fire hose threads conforming to the fire-fighting equipment, with no less than two two-and-five-tenths-inch hose connections and one four-and-five-tenths-inch pumper nozzle. Hydrants shall be set plumb with nozzles 18 inches above finished grade.

§ 271-45 Floodplain regulations.

[Amended 4-7-1987[1]; 6-20-2006 by Ord. No. 2361-06; 5-20-2025 by Ord. No. 3155-25]
A. 
Scope and administration.
(1) 
Title. These regulations, in combination with the flood provisions of the Uniform Construction Code (hereinafter "UCC") N.J.A.C. 5:23 consisting of the Building Code, Residential Code, Rehabilitation Subcode, and related codes, and the New Jersey Flood Hazard Area Control Act (hereinafter "FHACA"), N.J.A.C. 7:13, shall be known as the Floodplain Management Regulations of the Township of Maplewood (hereinafter "these regulations").
(2) 
Scope. These regulations, in combination with the flood provisions of the Uniform Construction Code and FHACA shall apply to all proposed development in flood hazard areas established in Subsection B of these regulations, and to all reconstruction involving either 50% of the square footage of any structure or 50% of the pervious or impervious unimproved portion of any lot.
(3) 
Purposes and objectives. The purposes and objectives of these regulations are to promote the public health, safety and general welfare and to minimize public and private losses due to flood conditions in specific flood hazard areas by establishing comprehensive regulations for managing flood hazard areas, designed to:
(a) 
Protect human life and health.
(b) 
Prevent unnecessary disruption of commerce, access, and public service during times of flooding.
(c) 
Manage the alteration of natural floodplains, stream channels and shorelines.
(d) 
Manage filling, grading, dredging and other development which may increase flood damage or erosion potential.
(e) 
Prevent or regulate the construction of flood barriers which will divert floodwater or increase flood hazards.
(f) 
Contribute to improved construction techniques in the floodplain.
(g) 
Minimize damage to public and private facilities and utilities.
(h) 
Help maintain a stable tax base by providing for the sound use and development of flood hazard areas.
(i) 
Minimize the need for rescue and relief efforts associated with flooding.
(j) 
Ensure that property owners, occupants, and potential owners are aware of property located in flood hazard areas.
(k) 
Minimize the need for future expenditure of public funds for flood control projects and response to and recovery from flood events.
(l) 
Meet the requirements of the National Flood Insurance Program for community participation set forth in Title 44 Code of Federal Regulations, Section 59.22.
(4) 
Coordination with Building Codes. Pursuant to the UCC's requirement that the Township administers and enforce the State building codes, at N.J.A.C. 5:23, the Township acknowledged that the UCC contains provisions that apply to the design and construction of buildings and structures in flood hazard areas. Therefore, these regulations are intended to be administered and enforced in conjunction with the Uniform Construction Code.
(5) 
Ordinary building maintenance and minor work. Improvements defined in the UCC as ordinary building maintenance and minor work projects, including non-structural replacement-in-kind of windows, doors, cabinets, plumbing fixtures, decks, walls, partitions, new flooring materials, roofing, etc., shall be evaluated by the Floodplain Administrator through the Floodplain Development Permit to ensure compliance with the Substantial Damage and Substantial Improvement Subsection C(14) of this section.
(6) 
Warning. The degree of flood protection required by these regulations is considered reasonable for regulatory purposes and is based on scientific and engineering considerations. Larger floods can and will occur. Flood heights may be increased by man-made or natural causes. Enforcement of these regulations does not imply that land outside the special flood hazard areas, or that uses permitted within such flood hazard areas, will be free from flooding or flood damage.
(7) 
Other laws. The provisions of these regulations shall not nullify any provisions of local, state, or federal law.
(8) 
Violations and penalties for noncompliance.
(a) 
No structure or land shall hereafter be constructed, re-located to, extended, converted, or altered without full compliance with the terms of this section and other applicable regulations. Violation of the provisions of this section by failure to comply with any of its requirements (including violations of conditions and safeguards established in connection with conditions) shall constitute a violation under N.J.S.A. 40:49-5. Any person who violates this section or fails to comply with any of its requirements shall be subject to one or more of the following: a fine of up to $1,250, imprisonment for a term up to 90 days, or a period of community service up to 90 days.
(b) 
Each day a violation of this section exists shall be considered a separate and distinct violation, subject to the imposition of a separate penalty for each day of the violation as the Court may determine, except that the owner will be afforded the opportunity to cure or abate the condition during a 30 day period following issuance of the summons and shall be afforded the opportunity for a hearing by the Municipal Court or other court of competent jurisdiction concerning the violation. Subsequent to the expiration of the 30-day period, a fine greater than $1,250 may be imposed if the court has not determined otherwise, or if upon reinspection of the property, it is determined that the abatement has not been substantially completed.
(c) 
Any person who is convicted of violating an ordinance within one year of the date of a previous violation of the same ordinance and who was fined for the previous violation, shall be sentenced by a court to an additional fine as a repeat offender. The additional fine imposed by the court upon a person for a repeated offense shall not be less than the minimum or exceed the maximum fine fixed for a violation of the ordinance but shall be calculated separately from the fine imposed for the violation of the ordinance.
(9) 
Solid waste disposal in a Flood Hazard Area. Any person who has unlawfully disposed of solid waste in a floodway or floodplain who fails to comply with this section or fails to comply with any of its requirements shall upon conviction thereof be fined not more than $2,500 or up to a maximum penalty by a fine not exceeding $10,000 under N.J.S.A. 40:49-5.
(10) 
Abrogation and greater restrictions. These regulations supersede any ordinance in effect in flood hazard areas. However, these regulations are not intended to repeal or abrogate any existing ordinances including land development regulations, subdivision regulations, zoning ordinances, stormwater management regulations, or building codes. In the event of a conflict between these regulations and any other ordinance, code, or regulation, the more restrictive shall govern.
B. 
Applicability.
(1) 
General. These regulations, in conjunction with the Uniform Construction Code, provide minimum requirements for development located in flood hazard areas, including the subdivision of land and other developments; site improvements and installation of utilities; placement and replacement of manufactured homes; placement of recreational vehicles; new construction and alterations, repair, reconstruction, rehabilitation or additions of existing buildings and structures; substantial improvement of existing buildings and structures, including repair of substantial damage; installation of tanks; temporary structures and temporary or permanent storage; utility and miscellaneous Group U buildings and structures; and certain building work exempt from permit under the Uniform Construction Code; and other buildings and development activities.
(2) 
Establishment of flood hazard areas. The Township was accepted for participation in the National Flood Insurance Program on August 15, 1977. The National Flood Insurance Program ("NFIP") floodplain management regulations encourage that all federal, state, and local regulations that are more stringent than the minimum NFIP standards take precedence in permitting decisions. The FHACA requires that the effective Flood Insurance Rate Map, most recent preliminary FEMA mapping and flood studies, and Department delineations be compared to determine the most restrictive mapping. The FHACA also regulates unstudied flood hazard areas in watersheds measuring 50 acres or greater in size and most riparian zones in New Jersey. Because of these higher standards, the regulated flood hazard area in New Jersey may be more expansive and more restrictive than the FEMA Special Flood Hazard Area. Maps and studies that establish flood hazard areas are on file at the Maplewood Municipal Building, 574 Valley Street, Maplewood, NJ, 07040. The following sources identify flood hazard areas in this jurisdiction and must be considered when determining the Best Available Flood Hazard Data Area:
(a) 
Effective flood insurance study. Special Flood Hazard Areas (SFHAs) identified by the Federal Emergency Management Agency in a scientific and engineering report entitled Flood Insurance Study for Essex County, NJ, #34013CV001B dated June 4, 2007, last revised April 3, 2020, and the accompanying Flood Insurance Rate Maps (FIRM) identified in Table 1 whose top level document (appendix map) effective date is June 4, 2007, are hereby adopted by reference.
Table 1
Map Panel #
Effective Date
Suffix
Map Panel #
Effective Date
Suffix
34013C0093
June 4, 2007
F
34013C0151
June 4, 2007
F
34013C0131
June 4, 2007
F
34013C0132
June 4, 2007
F
34013C0134
June 4, 2007
F
(b) 
Federal best available information. The Township shall utilize federal flood information as listed in the table below that provides more detailed hazard information, higher flood elevations, larger flood hazard areas, and results in more restrictive regulations. This information may include but is not limited to preliminary flood elevation guidance from FEMA (such as Advisory Flood Hazard Area Maps, Work Maps or Preliminary FIS and FIRM). Additional Federal Best Available studies issued after the date of this section must also be considered. These studies are listed on FEMA's Map Service Center. This information shall be used for floodplain regulation purposes only.
Table 2
Map Panel #
Preliminary Date
Map Panel #
Preliminary Date
None as of the date of this section
(c) 
Other best available data. The Township shall utilize high water elevations from flood events, groundwater flooding areas, studies by federal or state agencies, or other information deemed appropriate by the Township. Other "best available information" may not be used which results in less restrictive flood elevations, design standards, or smaller flood hazard areas than the sources described in Subsection B(2)(a) and B(2)(b), above. This information shall be used for floodplain regulation purposes only.
(d) 
State regulated flood hazard areas. For state regulated waters, the NJ Department of Environmental Protection (NJDEP) identifies the flood hazard area as the land, and the space above that land, which lies below the "Flood Hazard Area Control Act Design Flood Elevation," as defined in Subsection I, and as described in the New Jersey Flood Hazard Area Control Act at N.J.A.C. 7:13. A FHACA flood hazard area exists along every regulated water that has a drainage area of 50 acres or greater. Such area may extend beyond the boundaries of the Special Flood Hazard Areas (SFHAs) as identified by FEMA. The following is a list of New Jersey State studied waters in this community under the FHACA, and their respective map identification numbers.
Table 3 List of State Studied Waters
Name of Studied Water
File Name
Map Number
E Branch Rahway Rv
GGEW0006
7
E Branch Rahway Rv
SUPPV001
1 of 3
E Branch Rahway Rv
SUPPV002
2 of 3
W Branch Rahway Rv
SUPPV004
1 of 3
(3) 
Establishing the local design flood elevation (LDFE). The Local Design Flood Elevation (LDFE) is established in the flood hazard areas determined in Subsection B(2), above, using the best available flood hazard data sources, and the Flood Hazard Area Control Act Minimum Statewide elevation requirements for lowest floors in A, Coastal A, and V zones, ASCE 24 requirements for critical facilities as specified by the building code, plus additional freeboard as specified by this section. At a minimum, the Local Design Flood Elevation shall be as follows:
(a) 
For a delineated watercourse, the elevation associated with the Best Available Flood Hazard Data Area determined in Subsection B(2), above plus one foot or as described by N.J.A.C. 7:13 of freeboard; or
(b) 
For any undelineated watercourse (where mapping or studies described in Subsection B(2) above are not available) that has a contributory drainage area of 50 acres or more, the applicants must provide one of the following to determine the Local Design Flood Elevation:
[1] 
A copy of an unexpired NJDEP Flood Hazard Area Verification plus one foot of freeboard and any additional freeboard as required by ASCE 24; or
[2] 
A determination of the Flood Hazard Area Design Flood Elevation using Method 5 or Method 6 (as described in N.J.A.C. 7:13) plus one foot of freeboard and any additional freeboard as required by ASCE 24. Any determination using these methods must be sealed and submitted according to Subsection E(2) through E(3).
(c) 
AO Zones. For Zone AO areas on the municipality's FIRM (or on preliminary flood elevation guidance from FEMA), the Local Design Flood Elevation is determined from the FIRM panel as the highest adjacent grade plus the depth number specified plus one foot of freeboard. If no depth number is specified, the Local Design Flood Elevation is three feet above the highest adjacent grade.
(d) 
Class IV critical facilities. For any proposed development of new and substantially improved Flood Design Class IV Critical Facilities, the Local Design Flood Elevation must be the higher of the 0.2% annual chance (500-year)-flood elevation or the Flood Hazard Area Design Flood Elevation with an additional two feet of freeboard in accordance with ASCE 24.
(e) 
Class III critical facilities. For proposed development of new and substantially improved Flood Design Class III Critical Facilities in coastal high hazard areas, the Local Design Flood Elevation must be the higher of the 0.2% annual chance (500-year)-flood elevation or the Flood Hazard Area Design Flood Elevation with an additional one foot of freeboard in accordance with ASCE 24.
C. 
Duties and powers of the Floodplain Administrator.
(1) 
Floodplain Administrator designation. The Township Construction Official is designated the Floodplain Administrator. The Floodplain Administrator shall have the authority to delegate performance of certain duties to other employees.
(2) 
General. The Floodplain Administrator is authorized and directed to administer the provisions of these regulations. The Floodplain Administrator shall have the authority to render interpretations of these regulations consistent with the intent and purpose of these regulations and to establish policies and procedures in order to clarify the application of its provisions. Such interpretations, policies and procedures shall be consistent with the intent and purpose of these regulations and the flood provisions of the building code and shall not have the effect of waiving specific requirements without the granting of a variance pursuant to Subsection G of these regulations.
(3) 
Coordination. The Floodplain Administrator shall coordinate with the Construction Official to administer and enforce the flood provisions of the Uniform Construction Code.
(4) 
Duties. The duties of the Floodplain Administrator shall include but are not limited to:
(a) 
Review all permit applications to determine whether proposed development is located in flood hazard areas established in Subsection B of these regulations.
(b) 
Require development in flood hazard areas to be reasonably safe from flooding and to be designed and constructed with methods, practices and materials that minimize flood damage.
(c) 
Interpret flood hazard area boundaries and provide available flood elevation and flood hazard information.
(d) 
Determine whether additional flood hazard data shall be obtained or developed.
(e) 
Review required certifications and documentation specified by these regulations and the building code to determine that such certifications and documentations are complete.
(f) 
Establish, in coordination with the Construction Official, written procedures for administering and documenting determinations of substantial improvement and substantial damage made pursuant to Subsection C(14) of these regulations.
(g) 
Coordinate with the Construction Official and others to identify and investigate damaged buildings located in flood hazard areas and inform owners of the requirement to obtain permits for repairs.
(h) 
Review requests submitted to the Construction Official seeking approval to modify the strict application of the flood load and flood resistant construction requirements of the Uniform Construction code to determine whether such requests require consideration as a variance pursuant to Subsection G of these regulations.
(i) 
Require applicants who submit hydrologic and hydraulic engineering analyses to support permit applications to submit to FEMA the data and information necessary to maintain the Flood Insurance Rate Maps when the analyses propose to change base flood elevations, flood hazard area boundaries, or floodway designations; such submissions shall be made within six months of such data becoming available.
(j) 
Require applicants who propose alteration of a watercourse to notify adjacent jurisdictions and the NJDEP Bureau of Flood Engineering, and to submit copies of such notifications to the Federal Emergency Management Agency (FEMA).
(k) 
Inspect development in accordance with Subsection F of these regulations and inspect flood hazard areas to determine if development is undertaken without issuance of permits.
(l) 
Prepare comments and recommendations for consideration when applicants seek variances in accordance with Subsection G of these regulations.
(m) 
Cite violations in accordance with Subsection H of these regulations.
(n) 
Notify the Federal Emergency Management Agency when the corporate boundaries of the Township have been modified.
(o) 
Permit ordinary maintenance and minor work in the regulated areas discussed in Subsection B(2).
(5) 
Use of changed technical data. The Floodplain Administrator and the applicant shall not use changed flood hazard area boundaries or base flood elevations for proposed buildings or developments unless the Floodplain Administrator or applicant has applied for a Conditional Letter of Map Revision (CLOMR) to the Flood Insurance Rate Map (FIRM) revision and has received the approval of the Federal Emergency Management Agency. A revision of the effective FIRM does not remove the related feature(s) on a flood hazard area delineation that has been promulgated by the NJDEP. A separate application must be made to the state pursuant to N.J.A.C. 7:13 for revision of a flood hazard design flood elevation, flood hazard area limit, floodway limit, and/or other related feature.
(6) 
Other permits. It shall be the responsibility of the Floodplain Administrator to assure that approval of a proposed development shall not be given until proof that necessary permits have been granted by Federal or State agencies having jurisdiction over such development, including Section 404 of the Clean Water Act. In the event of conflicting permit requirements, the Floodplain Administrator must ensure that the most restrictive floodplain management standards are reflected in permit approvals.
(7) 
Determination of local design flood elevations.
(a) 
If design flood elevations are not specified, the Floodplain Administrator is authorized to require the applicant to:
[1] 
Obtain, review, and reasonably utilize data available from a federal, state, or other source, or
[2] 
Determine the design flood elevation in accordance with accepted hydrologic and hydraulic engineering techniques. Such analyses shall be performed and sealed by a licensed professional engineer. Studies, analyses, and computations shall be submitted in sufficient detail to allow review and approval by the Floodplain Administrator. The accuracy of data submitted for such determination shall be the responsibility of the applicant.
(b) 
It shall be the responsibility of the Floodplain Administrator to verify that the applicant's proposed Best Available Flood Hazard Data Area and the Local Design Flood Elevation in any development permit accurately applies the best available flood hazard data and methodologies for determining flood hazard areas and design elevations described in Subsection B(2) and B(3) respectively. This information shall be provided to the Construction Official and documented according to Subsection C(15).
(8) 
Requirement to submit new technical data. Base Flood Elevations may increase or decrease resulting from natural changes (e.g., erosion, accretion, channel migration, subsidence, uplift) or man-made physical changes (e.g., dredging, filling, excavation) affecting flooding conditions. As soon as practicable, but not later than six months after the date of a man-made change or when information about a natural change becomes available, the Floodplain Administrator shall notify the Federal Insurance Administrator of the changes by submitting technical or scientific data in accordance with Title 44 Code of Federal Regulations Section 65.3. Such a submission is necessary so that upon confirmation of those physical changes affecting flooding conditions, risk premium rates and floodplain management requirements will be based upon current data.
(9) 
Activities in riverine flood hazard areas. In riverine flood hazard areas where design flood elevations are specified but floodways have not been designated, the Floodplain Administrator shall not permit any new construction, substantial improvement or other development, including the placement of fill, unless the applicant submits an engineering analysis prepared by a licensed professional engineer that demonstrates that the cumulative effect of the proposed development, when combined with all other existing and anticipated flood hazard area encroachment, will not increase the design flood elevation more than 0.2 feet at any point within the community.
(10) 
Floodway encroachment. Prior to issuing a permit for any floodway encroachment, including fill, new construction, substantial improvements and other development or land-disturbing-activity, the Floodplain Administrator shall require submission of a certification prepared by a licensed professional engineer, along with supporting technical data, that demonstrates that such development will not cause any increase in the base flood level.
(a) 
Floodway revisions. A floodway encroachment that increases the level of the base flood is authorized if the applicant has applied for a Conditional Letter of Map Revision (CLOMR) to the Flood Insurance Rate Map (FIRM) and has received the approval of FEMA.
(11) 
Watercourse alteration. Prior to issuing a permit for any alteration or relocation of any watercourse, the Floodplain Administrator shall require the applicant to provide notification of the proposal to the appropriate authorities of all adjacent government jurisdictions, as well as the NJDEP Bureau of Flood Engineering and the Division of Land Resource Protection. A copy of the notification shall be maintained in the permit records and submitted to FEMA.
(a) 
Engineering analysis. The Floodplain Administrator shall require submission of an engineering analysis prepared by a licensed professional engineer, demonstrating that the flood-carrying capacity of the altered or relocated portion of the watercourse will be maintained, neither increased nor decreased. Such watercourses shall be maintained in a manner that preserves the channel's flood-carrying capacity.
(12) 
Alterations in coastal areas. The excavation or alteration of sand dunes is governed by the New Jersey Coastal Zone Management (CZM) rules, N.J.A.C. 7:7. Prior to issuing a flood damage prevention permit for any alteration of sand dunes in coastal high hazard areas and Coastal A Zones, the Floodplain Administrator shall require that a New Jersey CZM permit be obtained and included in the flood damage prevention permit application. The applicant shall also provide documentation of any engineering analysis, prepared by a licensed professional engineer, that demonstrates that the proposed alteration will not increase the potential for flood damage.
(13) 
Development in riparian zones. All development in Riparian Zones as described in N.J.A.C. 7:13 is prohibited by this section unless the applicant has received an individual or general permit or has complied with the requirements of a permit by rule or permit by certification from NJDEP Division of Land Resource Protection prior to application for a floodplain development permit and the project is compliant with all other Floodplain Development provisions of this section. The width of the riparian zone can range between 50 and 300 feet and is determined by the attributes of the waterbody and designated in the New Jersey Surface Water Quality Standards N.J.A.C. 7:9B. The portion of the riparian zone located outside of a regulated water is measured landward from the top of bank. Applicants can request a verification of the riparian zone limits or a permit applicability determination to determine state permit requirements under N.J.A.C. 7:13 from the NJDEP Division of Land Resource Protection.
(14) 
Substantial improvement and substantial damage determinations. When buildings and structures are damaged due to any cause including but not limited to man-made, structural, electrical, mechanical, or natural hazard events, or are determined to be unsafe as described in N.J.A.C. 5:23; and for applications for building permits to improve buildings and structures, including alterations, movement, repair, additions, rehabilitations, renovations, ordinary maintenance and minor work, substantial improvements, repairs of substantial damage, and any other improvement of or work on such buildings and structures, the Floodplain Administrator, in coordination with the Construction Official, shall:
(a) 
Estimate the market value or require the applicant to obtain a professional appraisal prepared by a qualified independent appraiser, of the market value of the building or structure before the start of construction of the proposed work; in the case of repair, the market value of the building or structure shall be the market value before the damage occurred and before any repairs are made.
(b) 
Determine and include the costs of all ordinary maintenance and minor work, as discussed in Subsection A(5), performed in the floodplain regulated by this section in addition to the costs of those improvements regulated by the Construction Official in substantial damage and substantial improvement calculations.
(c) 
Compare the cost to perform the improvement, the cost to repair the damaged building to its pre-damaged condition, or the combined costs of improvements and repairs, where applicable, to the market value of the building or structure.
(d) 
Determine and document whether the proposed work constitutes substantial improvement or repair of substantial damage. This determination requires the evaluation of previous permits issued for improvements and repairs over a period of 10 years prior (where records exist) to the permit application or substantial damage determination as specified in the definition of substantial improvement. This determination shall also include the evaluation of flood related damages over a 10-year period to determine if the costs of repairs at the times of each flood constitutes a repetitive loss as defined by this section.
(e) 
Notify the applicant in writing when it is determined that the work constitutes substantial improvement or repair of substantial damage and that compliance with the flood resistant construction requirements of the building code is required and notify the applicant in writing when it is determined that work does not constitute substantial improvement or repair of substantial damage. The Floodplain Administrator shall also provide all letters documenting substantial damage and compliance with flood resistant construction requirements of the building code to the NJDEP Bureau of Flood Engineering.
(15) 
Department records. In addition to the requirements of the building code and these regulations, and regardless of any limitation on the period required for retention of public records, the Floodplain Administrator shall maintain and permanently keep and make available for public inspection all records that are necessary for the administration of these regulations and the flood provisions of the Uniform Construction Code, including Flood Insurance Studies, Flood Insurance Rate Maps; documents from FEMA that amend or revise FIRMs; NJDEP delineations, records of issuance of permits and denial of permits; records of ordinary maintenance and minor work, determinations of whether proposed work constitutes substantial improvement or repair of substantial damage; required certifications and documentation specified by the Uniform Construction Code and these regulations including as-built Elevation Certificates; notifications to adjacent communities, FEMA, and the state related to alterations of watercourses; assurance that the flood carrying capacity of altered waterways will be maintained; documentation related to variances, including justification for issuance or denial; and records of enforcement actions taken pursuant to these regulations and the flood resistant provisions of the Uniform Construction Code. The Floodplain Administrator shall also record the required elevation, determination method, and base flood elevation source used to determine the Local Design Flood Elevation in the floodplain development permit.
(16) 
Liability. The Floodplain Administrator and any employee charged with the enforcement of these regulations, while acting for the jurisdiction in good faith and without malice in the discharge of the duties required by these regulations or other pertinent law or ordinance, shall not thereby be rendered liable personally and is hereby relieved from personal liability for any damage accruing to persons or property as a result of any act or by reason of an act or omission in the discharge of official duties. Any suit instituted against an officer or employee because of an act performed by that officer or employee in the lawful discharge of duties and under the provisions of these regulations shall be defended by legal representative of the jurisdiction until the final termination of the proceedings. The Floodplain Administrator and any subordinate shall not be liable for cost in any action, suit or proceeding that is instituted in pursuance of the provisions of these regulations.
D. 
Permits.
(1) 
Permits required. Any person, owner or authorized agent who intends to conduct any development in a flood hazard area shall first make application to the Floodplain Administrator and shall obtain the required permit. Depending on the nature and extent of proposed development that includes a building or structure, the Floodplain Administrator may determine that a floodplain development permit or approval is required in addition to a building permit.
(2) 
Application for permit. The applicant shall file an application in writing on a form furnished by the Floodplain Administrator. Such application shall:
(a) 
Identify and describe the development to be covered by the permit.
(b) 
Describe the land on which the proposed development is to be conducted by legal description, street address or similar description that will readily identify and definitively locate the site.
(c) 
Indicate the use and occupancy for which the proposed development is intended.
(d) 
Be accompanied by a site plan and construction documents as specified in Subsection E of these regulations, grading and filling plans and other information deemed appropriate by the Floodplain Administrator.
(e) 
State the valuation of the proposed work, including the valuation of ordinary maintenance and minor work.
(f) 
Be signed by the applicant or the applicant's authorized agent.
(3) 
Validity of permit. The issuance of a permit under these regulations or the Uniform Construction Code shall not be construed to be a permit for, or approval of, any violation of this appendix or any other ordinance of the jurisdiction. The issuance of a permit based on submitted documents and information shall not prevent the Floodplain Administrator from requiring the correction of errors. The Floodplain Administrator is authorized to prevent occupancy or use of a structure or site which is in violation of these regulations or other ordinances of this jurisdiction.
(4) 
Expiration. A permit shall become invalid when the proposed development is not commenced within 180 days after its issuance, or when the work authorized is suspended or abandoned for a period of 180 days after the work commences. Extensions shall be requested in writing and justifiable cause demonstrated. The Floodplain Administrator is authorized to grant, in writing, one or more extensions of time, for periods not more than 180 days each.
(5) 
Suspension or revocation. The Floodplain Administrator is authorized to suspend or revoke a permit issued under these regulations wherever the permit is issued in error or on the basis of incorrect, inaccurate or incomplete information, or in violation of any ordinance or code of this jurisdiction.
E. 
Site plans and construction documents.
(1) 
Information for development in flood hazard areas.
(a) 
The site plan or construction documents for any development subject to the requirements of these regulations shall be drawn to scale and shall include, as applicable to the proposed development:
[1] 
Delineation of flood hazard areas, floodway boundaries and flood zone(s), base flood elevation(s), and ground elevations when necessary for review of the proposed development. For buildings that are located in more than one flood hazard area, the elevation and provisions associated with the most restrictive flood hazard area shall apply.
[2] 
Where base flood elevations or floodway data are not included on the FIRM or in the Flood Insurance Study, they shall be established in accordance with Subsection E(2).
[3] 
Where the parcel on which the proposed development will take place will have more than 50 lots or is larger than five acres and base flood elevations are not included on the FIRM or in the Flood Insurance Study, such elevations shall be established in accordance with Subsection E(2)(a)[3] of these regulations.
[4] 
Location of the proposed activity and proposed structures, and locations of existing buildings and structures; in coastal high hazard areas and Coastal A zones, new buildings shall be located landward of the reach of mean high tide.
[5] 
Location, extent, amount, and proposed final grades of any filling, grading, or excavation.
[6] 
Where the placement of fill is proposed, the amount, type, and source of fill material; compaction specifications; a description of the intended purpose of the fill areas; and evidence that the proposed fill areas are the minimum necessary to achieve the intended purpose. The applicant shall provide an engineering certification confirming that the proposal meets the flood storage displacement limitations of N.J.A.C. 7:13.
[7] 
Extent of any proposed alteration of sand dunes.
[8] 
Existing and proposed alignment of any proposed alteration of a watercourse.
[9] 
Floodproofing certifications, V Zone and Breakaway Wall Certifications, Operations and Maintenance Plans, Warning and Evacuation Plans and other documentation required pursuant to FEMA publications.
(b) 
The Floodplain Administrator is authorized to waive the submission of site plans, construction documents, and other data that are required by these regulations but that are not required to be prepared by a registered design professional when it is found that the nature of the proposed development is such that the review of such submissions is not necessary to ascertain compliance.
(2) 
Information in flood hazard areas without base flood elevations (approximate Zone A).
(a) 
Where flood hazard areas are delineated on the effective or preliminary FIRM and base flood elevation data have not been provided, the applicant shall consult with the Floodplain Administrator to determine whether to:
[1] 
Use the Approximation Method (Method 5) described in N.J.A.C. 7:13 in conjunction with Appendix 1 of the FHACA to determine the required flood elevation.
[2] 
Obtain, review, and reasonably utilize data available from a federal, state or other source when those data are deemed acceptable to the Floodplain Administrator to reasonably reflect flooding conditions.
[3] 
Determine the base flood elevation in accordance with accepted hydrologic and hydraulic engineering techniques according to Method 6 as described in N.J.A.C. 7:13. Such analyses shall be performed and sealed by a licensed professional engineer.
(b) 
Studies, analyses, and computations shall be submitted in sufficient detail to allow review and approval by the Floodplain Administrator prior to floodplain development permit issuance. The accuracy of data submitted for such determination shall be the responsibility of the applicant. Where the data are to be used to support a Letter of Map Change (LOMC) from FEMA, the applicant shall be responsible for satisfying the submittal requirements and pay the processing fees.
(3) 
Analyses and certifications by a licensed professional engineer. As applicable to the location and nature of the proposed development activity, and in addition to the requirements of this section, the applicant shall have the following analyses signed and sealed by a licensed professional engineer for submission with the site plan and construction documents:
(a) 
For development activities proposed to be located in a regulatory floodway, a floodway encroachment analysis that demonstrates that the encroachment of the proposed development will not cause any increase in base flood elevations; where the applicant proposes to undertake development activities that do increase base flood elevations, the applicant shall submit such analysis to FEMA as specified in Subsection E(4) of these regulations and shall submit the Conditional Letter of Map Revision, if issued by FEMA, with the site plan and construction documents.
(b) 
For development activities proposed to be located in a riverine flood hazard area where base flood elevations are included in the FIS or FIRM but floodways have not been designated, hydrologic and hydraulic analyses that demonstrate that the cumulative effect of the proposed development, when combined with all other existing and anticipated flood hazard area encroachments will not increase the base flood elevation more than 0.2 feet at any point within the jurisdiction. This requirement does not apply in isolated flood hazard areas not connected to a riverine flood hazard area or in flood hazard areas identified as Zone AO or Zone AH.
(c) 
For alteration of a watercourse, an engineering analysis prepared in accordance with standard engineering practices which demonstrates that the flood-carrying capacity of the altered or relocated portion of the watercourse will not be decreased, and certification that the altered watercourse shall be maintained, neither increasing nor decreasing the channel's flood-carrying capacity. The applicant shall submit the analysis to FEMA as specified in Subsection E(4) of these regulations. The applicant shall notify the chief executive officer of all affected adjacent jurisdictions, the NJDEP's Bureau of Flood Engineering and the Division of Land Resource Protection; and shall provide documentation of such notifications.
(d) 
For activities that propose to alter sand dunes in coastal high hazard areas (Zone V) and Coastal A Zones, an engineering analysis that demonstrates that the proposed alteration will not increase the potential for flood damage and documentation of the issuance of a New Jersey Coastal Zone Management permit under N.J.A.C. 7:7.
(e) 
For analyses performed using Methods 5 and 6 (as described in N.J.A.C. 7:13) in flood hazard zones without base flood elevations (approximate A zones).
(4) 
Submission of additional data. When additional hydrologic, hydraulic or other engineering data, studies, and additional analyses are submitted to support an application, the applicant has the right to seek a Letter of Map Change (LOMC) from FEMA to change the base flood elevations, change floodway boundaries, or change boundaries of flood hazard areas shown on FIRMs, and to submit such data to FEMA for such purposes. The analyses shall be prepared by a licensed professional engineer in a format required by FEMA. Submittal requirements and processing fees shall be the responsibility of the applicant.
F. 
Inspections.
(1) 
General. Development for which a permit is required shall be subject to inspection. Approval as a result of an inspection shall not be construed to be an approval of a violation of the provisions of these regulations or the building code. Inspections presuming to give authority to violate or cancel the provisions of these regulations or the building code or other ordinances shall not be valid.
(2) 
Inspections of development. The Floodplain Administrator shall inspect all development in flood hazard areas authorized by issuance of permits under these regulations. The Floodplain Administrator shall inspect flood hazard areas from time to time to determine if development is undertaken without issuance of a permit.
(3) 
Buildings and structures. The Construction Official shall make or cause to be made, inspections for buildings and structures in flood hazard areas authorized by permit in accordance with the Uniform Construction Code, N.J.A.C. 5:23.
(a) 
Lowest floor elevation. Upon placement of the lowest floor, including the basement, and prior to further vertical construction, certification of the elevation required in Subsection O(2) shall be submitted to the Construction Official on an Elevation Certificate.
(b) 
Lowest horizontal structural member. In V zones and Coastal A zones, upon placement of the lowest floor, including the basement, and prior to further vertical construction, certification of the elevation required in Subsection O(2) shall be submitted to the Construction Official on an Elevation Certificate.
(c) 
Installation of attendant utilities (electrical, heating, ventilating, air-conditioning, and other service equipment) and sanitary facilities elevated as discussed in Subsection O(2).
(d) 
Final inspection. Prior to the final inspection, certification of the elevation required in Subsection O(2) shall be submitted to the Construction Official on an Elevation Certificate.
(4) 
Manufactured homes. The Floodplain Administrator shall inspect manufactured homes that are installed or replaced in flood hazard areas to determine compliance with the requirements of these regulations and the conditions of the issued permit. Upon placement of a manufactured home, certification of the elevation of the lowest floor shall be submitted on an Elevation Certificate to the Floodplain Administrator prior to the final inspection.
G. 
Variances.
(1) 
General. The Zoning Board shall hear and decide requests for variances. The Zoning Board shall base its determination on technical justifications submitted by applicants, the considerations for issuance in Subsection G(5), the conditions of issuance set forth in Subsection G(6), and the comments and recommendations of the Floodplain Administrator and, as applicable, the Construction Official. The Zoning Board has the right to attach such conditions to variances as it deems necessary to further the purposes and objectives of these regulations.
(2) 
Historic structures. A variance to the substantial improvement requirements of this section is authorized provided that the repair or rehabilitation of a historic structure is completed according to N.J.A.C. 5:23-6.33, Section 1612 of the International Building Code and R322 of the International Residential Code, the repair or rehabilitation will not preclude the structure's continued designation as a historic structure, the structure meets the definition of the historic structure as described by this section, and the variance is the minimum necessary to preserve the historic character and design of the structure.
(3) 
Functionally dependent uses. A variance is authorized to be issued for the construction or substantial improvement necessary for the conduct of a functionally dependent use provided the variance is the minimum necessary to allow the construction or substantial improvement, and that all due consideration has been given to use of methods and materials that minimize flood damage during the base flood and create no additional threats to public safety.
(4) 
Restrictions in floodways. A variance shall not be issued for any proposed development in a floodway when any increase in flood levels would result during the base flood discharge, as evidenced by the applicable analysis and certification required in Subsection E(3)(a) of these regulations.
(5) 
Considerations. In reviewing requests for variances, all technical evaluations, all relevant factors, all other portions of these regulations, and the following shall be considered:
(a) 
The danger that materials and debris may be swept onto other lands resulting in further injury or damage.
(b) 
The danger to life and property due to flooding or erosion damage.
(c) 
The susceptibility of the proposed development, including contents, to flood damage and the effect of such damage on current and future owners.
(d) 
The importance of the services provided by the proposed development to the community.
(e) 
The availability of alternate locations for the proposed development that are not subject to flooding or erosion and the necessity of a waterfront location, where applicable.
(f) 
The compatibility of the proposed development with existing and anticipated development.
(g) 
The relationship of the proposed development to the comprehensive plan and floodplain management program for that area.
(h) 
The safety of access to the property in times of flood for ordinary and emergency vehicles.
(i) 
The expected heights, velocity, duration, rate of rise and debris and sediment transport of the floodwater and the effects of wave action, where applicable, expected at the site.
(j) 
The costs of providing governmental services during and after flood conditions including maintenance and repair of public utilities and facilities such as sewer, gas, electrical and water systems, streets, and bridges.
(6) 
Conditions for issuance. Variances shall only be issued upon:
(a) 
Submission by the applicant of a showing of good and sufficient cause that the unique characteristics of the size, configuration or topography of the site limit compliance with any provision of these regulations or renders the elevation standards of the building code inappropriate.
(b) 
A determination that failure to grant the variance would result in exceptional hardship due to the physical characteristics of the land that render the lot undevelopable.
(c) 
A determination that the granting of a variance will not result in increased flood heights, additional threats to public safety, extraordinary public expense, nor create nuisances, cause fraud on or victimization of the public or conflict with existing local laws or ordinances.
(d) 
A determination that the variance is the minimum necessary, considering the flood hazard, to afford relief.
(e) 
Notification to the applicant in writing over the signature of the Floodplain Administrator that the issuance of a variance to construct a structure below the base flood level will result in increased premium rates for flood insurance up to amounts as high as $25 for $100 of insurance coverage, and that such construction below the base flood level increases risks to life and property.
H. 
Violations.
(1) 
Violations. Any development in any flood hazard area that is being performed without an issued permit or that is in conflict with an issued permit shall be deemed a violation. A building or structure without the documentation of elevation of the lowest floor, the lowest horizontal structural member if in a V or Coastal A Zone, other required design certifications, or other evidence of compliance required by the building code is presumed to be a violation until such time as that documentation is provided.
(2) 
Authority. The Floodplain Administrator is authorized to serve notices of violation or stop-work orders to owners of property involved, to the owner's agent, or to the person or persons doing the work for development that is not within the scope of the Uniform Construction Code, but is regulated by these regulations and that is determined to be a violation.
(3) 
Unlawful continuance. Any person who shall continue any work after having been served with a notice of violation or a stop-work order, except such work as that person is directed to perform to remove or remedy a violation or unsafe condition, shall be subject to penalties as prescribed by N.J.S.A. 40:49-5 as appropriate.
(4) 
Review period to correct violations. A 30-day period shall be given to the property owner as an opportunity to cure or abate the condition. The property owner shall also be afforded an opportunity for a hearing before the court for an independent determination concerning the violation. Subsequent to the expiration of the 30-day period, a fine greater than $1,250 may be imposed if a court has not determined otherwise or, upon reinspection of the property, it is determined that the abatement has not been substantially completed.
I. 
Definitions. The following words and terms shall, for the purposes of these regulations, have the meanings shown herein. Other terms are defined in the Uniform Construction Code N.J.A.C. 5:23 and terms are defined where used in the International Residential Code and International Building Code (rather than in the definitions section). Where terms are not defined, such terms shall have ordinarily accepted meanings such as the context implies.
100-YEAR-FLOOD ELEVATION
Means the elevation of flooding having a 1% annual chance of being equaled or exceeded in a given year which is also referred to as the Base Flood Elevation.
30-DAY PERIOD
Means the period of time prescribed by N.J.S.A. 40:49-5 in which a property owner is afforded the opportunity to correct zoning and solid waste disposal after a notice of violation pertaining to this section has been issued.
500-YEAR-FLOOD ELEVATION
Means the elevation of flooding having a 0.2% annual chance of being equaled or exceeded in a given year.
A ZONES
Means the areas of Special Flood Hazard in which the elevation of the surface water resulting from a flood that has a 1% annual chance of equaling or exceeding the Base Flood Elevation (BFE) in any given year shown on the Flood Insurance Rate Map (FIRM) zones A, AE, AH, A1-A30, AR, AR/A, AR/AE, AR/A1-A30, AR/AH, and AR/AO. When used in reference to the development of a structure in this section, A Zones are not inclusive of Coastal A Zones because of the higher building code requirements for Coastal A Zones.
ACCESSORY STRUCTURE
Means a structure which is on the same parcel of property as a principal structure and the use of which is incidental to the use of the principal structure. For example, a residential structure may have a detached garage or storage shed for garden tools as accessory structures. Other examples of accessory structures include gazebos, picnic pavilions, boathouses, small pole barns, storage sheds, and similar buildings. Accessory structures are also referred to as "appurtenant structures."
AGRICULTURAL STRUCTURE
Means a structure used solely for agricultural purposes in which the use is exclusively in connection with the production, harvesting, storage, drying, or raising of agricultural commodities, including the raising of livestock. Communities must require that new construction or substantial improvements of agricultural structures be elevated or floodproofed to or above the Base Flood Elevation (BFE) as any other nonresidential building. Under some circumstances it may be appropriate to wet-floodproof certain types of agricultural structures when located in wide, expansive floodplains through issuance of a variance. This should only be done for structures used for temporary storage of equipment or crops or temporary shelter for livestock and only in circumstances where it can be demonstrated that agricultural structures can be designed in such a manner that results in minimal damage to the structure and its contents and will create no additional threats to public safety. New construction or substantial improvement of livestock confinement buildings, poultry houses, dairy operations, similar livestock operations and any structure that represents more than a minimal investment must meet the elevation or dry-floodproofing requirements of 44 CFR 60.3(c)(3).
AH ZONES
Means the areas subject to inundation by 1% annual chance shallow flooding (usually areas of ponding) where average depths are between one and three feet. Base Flood Elevations (BFEs) derived from detailed hydraulic analyses are shown in this zone.
ALTERATION OF A WATERCOURSE
Means a dam, impoundment, channel relocation, change in channel alignment, channelization, or change in cross-sectional area of the channel or the channel capacity, or any other form of modification which may alter, impede, retard or change the direction and/or velocity of the riverine flow of water during conditions of the base flood.
AO ZONES
Means the areas subject to inundation by 1% annual chance shallow flooding (usually sheet flow on sloping terrain) where average depths are between one and three feet.
AREA OF SHALLOW FLOODING
Means a designated Zone AO, AH, AR/AO or AR/AH (or VO) on a community's Flood Insurance Rate Map (FIRM) with a 1% or greater annual chance of flooding to an average depth of one to three feet where a clearly defined channel does not exist, where the path of flooding is unpredictable, and where velocity flow may be evident. Such flooding is characterized by ponding or sheet flow.
AREA OF SPECIAL FLOOD HAZARD
See "special flood hazard area."
ASCE 24
Means the standard for Flood Resistant Design and Construction, referenced by the building code and developed and published by the American Society of Civil Engineers, Reston, VA. References to ASCE 24 shall mean ASCE 24-14 or the most recent version of ASCE 24 adopted in the UCC Code [N.J.A.C. 5:23].
ASCE 7
Means the standard for the Minimum Design Loads for Buildings and Other Structures, referenced by the building code and developed and published by the American Society of Civil Engineers, Reston, VA, which includes but is not limited to methodology and equations necessary for determining structural and flood-related design requirements and determining the design requirements for structures that may experience a combination of loads including those from natural hazards. Flood related equations include those for determining erosion, scour, lateral, vertical, hydrostatic, hydrodynamic, buoyancy, breaking wave, and debris impact.
BASE FLOOD ELEVATION (BFE)
Means the water surface elevation resulting from a flood that has a 1% or greater chance of being equaled or exceeded in any given year, as shown on a published Flood Insurance Study (FIS), or preliminary flood elevation guidance from FEMA. May also be referred to as the "100-year-flood elevation."
BASEMENT
Means any area of the building having its floor subgrade (below ground level) on all sides.
BEST AVAILABLE FLOOD HAZARD DATA
Means the most recent available preliminary flood risk guidance FEMA has provided. The Best Available Flood Hazard Data may be depicted on but not limited to Advisory Flood Hazard Area Maps, Work Maps, or Preliminary FIS and FIRM.
BEST AVAILABLE FLOOD HAZARD DATA AREA
Means the areal mapped extent associated with the most recent available preliminary flood risk guidance FEMA has provided. The Best Available Flood Hazard Data may be depicted on but not limited to Advisory Flood Hazard Area Maps, Work Maps, or Preliminary FIS and FIRM.
BEST AVAILABLE FLOOD HAZARD DATA ELEVATION
Means the most recent available preliminary flood elevation guidance FEMA has provided. The Best Available Flood Hazard Data may be depicted on but not limited to Advisory Flood Hazard Area Maps, Work Maps, or Preliminary FIS and FIRM.
BREAKAWAY WALLS
Means any type of wall subject to flooding that is not required to provide structural support to a building or other structure and that is designed and constructed such that, below the Local Design Flood Elevation, it will collapse under specific lateral loads such that 1) it allows the free passage of floodwaters, and 2) it does not damage the structure or supporting foundation system. Certification in the V Zone Certificate of the design, plans, and specifications by a licensed design professional that these walls are in accordance with accepted standards of practice is required as part of the permit application for new and substantially improved V Zone and Coastal A Zone structures. A completed certification must be submitted at permit application.
BUILDING
Means per the FHACA, "building" means a structure enclosed with exterior walls or fire walls, erected and framed of component structural parts, designed for the housing, shelter, enclosure, and support of individuals, animals, or property of any kind. A building may have a temporary or permanent foundation. A building that is intended for regular human occupation and/or residence is considered a habitable building.
CONDITIONAL LETTER OF MAP REVISION
Means a Conditional Letter of Map Revision (CLOMR) is FEMA's comment on a proposed project that would, upon construction, affect the hydrologic or hydraulic characteristics of a flooding source and thus result in the modification of the existing regulatory floodway, the effective Base Flood Elevations (BFEs), or the Special Flood Hazard Area (SFHA). The letter does not revise an effective NFIP map, it indicates whether the project, if built as proposed, would be recognized by FEMA. FEMA charges a fee for processing a CLOMR to recover the costs associated with the review that is described in the Letter of Map Change (LOMC) process. Building permits cannot be issued based on a CLOMR because a CLOMR does not change the NFIP map.
CONDITIONAL LETTER OF MAP REVISION - FILL
A Conditional Letter of Map Revision - Fill (CLOMR-F) is FEMA's comment on a proposed project involving the placement of fill outside of the regulatory floodway that would, upon construction, affect the hydrologic or hydraulic characteristics of a flooding source and thus result in the modification of the existing regulatory floodway, the effective Base Flood Elevations (BFEs), or the Special Flood Hazard Area (SFHA). The letter does not revise an effective NFIP map, it indicates whether the project, if built as proposed, would be recognized by FEMA. FEMA charges a fee for processing a CLOMR to recover the costs associated with the review that is described in the Letter of Map Change (LOMC) process. Building permits cannot be issued based on a CLOMR because a CLOMR does not change the NFIP map.
CRITICAL BUILDING
Per the FHACA, "Critical Building" means that:
(1) 
It is essential to maintaining continuity of vital government operations and/or supporting emergency response, sheltering, and medical care functions before, during, and after a flood, such as a hospital, medical clinic, police station, fire station, emergency response center, or public shelter; or
(2) 
It serves large numbers of people who may be unable to leave the facility through their own efforts, thereby hindering or preventing safe evacuation of the building during a flood event, such as a school, college, dormitory, jail or detention facility, day care center, assisted living facility, or nursing home.
DEVELOPMENT
Means any man-made change to improved or unimproved real estate, including, but not limited to, buildings or other structures, tanks, temporary structures, temporary or permanent storage of materials, mining, dredging, filling, grading, paving, excavations, drilling operations and other land-disturbing activities.
DRY FLOODPROOFING
Means a combination of measures that results in a non-residential structure, including the attendant utilities and equipment as described in the latest version of ASCE 24, being watertight with all elements substantially impermeable and with structural components having the capacity to resist flood loads.
ELEVATED BUILDING
Means a building that has no basement and that has its lowest elevated floor raised above ground level by foundation walls, shear walls, posts, piers, pilings, or columns. Solid perimeter foundations walls are not an acceptable means of elevating buildings in V and VE Zones.
ELEVATION CERTIFICATE
Means an administrative tool of the National Flood Insurance Program (NFIP) that can be used to provide elevation information, to determine the proper insurance premium rate, and to support an application for a Letter of Map Amendment (LOMA) or Letter of Map Revision based on fill (LOMR-F).
ENCROACHMENT
Means the placement of fill, excavation, buildings, permanent structures or other development into a flood hazard area which may impede or alter the flow capacity of riverine flood hazard areas.
FEMA PUBLICATIONS
Means any publication authored or referenced by FEMA related to building science, building safety, or floodplain management related to the National Flood Insurance Program. Publications shall include but are not limited to technical bulletins, desk references, and American Society of Civil Engineers Standards documents including ASCE.
FLOOD HAZARD AREA DESIGN FLOOD ELEVATION
Means the peak water surface elevation that will occur in a water during the flood hazard area design flood. This elevation is determined via available flood mapping adopted by the state, flood mapping published by FEMA (including effective flood mapping dated on or after January 31, 1980, or any more recent advisory, preliminary, or pending flood mapping; whichever results in higher flood elevations, wider floodway limits, greater flow rates, or indicates a change from an A zone to a V zone or coastal A zone), approximation, or calculation pursuant to the Flood Hazard Area Control Act Rules at N.J.A.C. 7:13-3.1 through 3.6 and is typically higher than FEMA's base flood elevation. A water that has a drainage area measuring less than 50 acres does not possess, and is not assigned, a flood hazard area design flood elevation.
FLOOD INSURANCE RATE MAP (FIRM)
Means official map on which the Federal Emergency Management Agency has delineated both the areas of special flood hazards and the risk premium zones applicable to the community.
FLOOD INSURANCE STUDY (FIS)
Means the official report in which the Federal Emergency Management Agency has provided flood profiles, as well as the Flood Insurance Rate Map(s) and the water surface elevation of the base flood.
FLOOD or FLOODING
(1) 
Means a general and temporary condition of partial or complete inundation of normally dry land areas from:
(a) 
The overflow of inland or tidal waters.
(b) 
The unusual and rapid accumulation or runoff of surface waters from any source.
(c) 
Mudslides (i.e. mudflows) which are proximately caused by flooding as defined in Subsection I(1)(b) of this definition and are akin to a river or liquid and flowing mud on the surfaces of normally dry land areas, as when earth is carried by a current of water and deposited along the path of the current.
(2) 
The collapse or subsidence of land along the shore of a lake or other body of water as a result of erosion or undermining caused by waves or currents of water exceeding anticipated cyclical levels or suddenly caused by an unusually high water level in a natural body of water, accompanied by a severe storm, or by an unanticipated force of nature, such as flash flood or an abnormal tidal surge, or by some similarly unusual and unforeseeable event which results in flooding as defined in Subsection I(1)(a) of this definition.
FLOODPLAIN MANAGEMENT REGULATIONS
Means zoning ordinances, subdivision regulations, building codes, health regulations, special purpose ordinances (such as a floodplain ordinance, grading ordinance, and erosion control ordinance) and other applications of police power. The term describes such state or local regulations, in any combination thereof, which provide standards for the purpose of flood damage prevention and reduction.
FLOODPLAIN or FLOOD PRONE AREA
Means any land area susceptible to being inundated by water from any source. See "flood or flooding."
FLOODPROOFING
Means any combination of structural and nonstructural additions, changes, or adjustments to structures which reduce or eliminate flood damage to real estate or improved real property, water and sanitary facilities, structures, and their contents.
FLOODPROOFING CERTIFICATE
Means a certification by a licensed design professional that the design and methods of construction for floodproofing a non-residential structure are in accordance with accepted standards of practice to a proposed height above the structure's lowest adjacent grade that meets or exceeds the Local Design Flood Elevation. A completed floodproofing certificate is required at permit application.
FLOODWAY
Means the channel of a river or other watercourse and the adjacent land areas that must be reserved in order to discharge the base flood without cumulatively increasing the water surface elevation more than 0.2 foot.
FREEBOARD
Means a factor of safety usually expressed in feet above a flood level for purposes of floodplain management. "Freeboard" tends to compensate for the many unknown factors that could contribute to flood heights greater than the height calculated for a selected size flood and floodway conditions, such as wave action, bridge openings, and the hydrological effect of urbanization of the watershed.
FUNCTIONALLY DEPENDENT USE
Means a use that cannot perform its intended purpose unless it is located or carried out in close proximity to water, including only docking facilities, port facilities necessary for the loading or unloading of cargo or passengers, and shipbuilding and ship repair facilities. The term does not include long-term storage or related manufacturing facilities.
HABITABLE BUILDING
Pursuant to the FHACA Rules (N.J.A.C. 7:13), means a building that is intended for regular human occupation and/or residence. Examples of a habitable building include a single-family home, duplex, multi-residence building, or critical building; a commercial building such as a retail store, restaurant, office building, or gymnasium; an accessory structure that is regularly occupied, such as a garage, barn, or workshop; mobile and manufactured homes, and trailers intended for human residence, which are set on a foundation and/or connected to utilities, such as in a mobile home park (not including campers and recreational vehicles); and any other building that is regularly occupied, such as a house of worship, community center, or meeting hall, or animal shelter that includes regular human access and occupation. Examples of a non-habitable building include a bus stop shelter, utility building, storage shed, self-storage unit, construction trailer, or an individual shelter for animals such as a doghouse or outdoor kennel.
HARDSHIP
As related to Subsection G of this section, meaning the exceptional hardship that would result from a failure to grant the requested variance. The Zoning Board requires that the variance be exceptional, unusual, and peculiar to the property involved. Mere economic or financial hardship alone is not exceptional. Inconvenience, aesthetic considerations, physical handicaps, personal preferences, or the disapproval of one's neighbors likewise cannot, as a rule, qualify as an exceptional hardship. All of these problems can be resolved through other means without granting a variance, even if the alternative is more expensive, or requires the property owner to build elsewhere or put the parcel to a different use than originally intended.
HIGHEST ADJACENT GRADE
Means the highest natural elevation of the ground surface prior to construction next to the proposed or existing walls of a structure.
HISTORIC STRUCTURE
Means structure that is:
(1) 
Listed individually in the National Register of Historic Places (a listing maintained by the Department of Interior) or preliminarily determined by the Secretary of the Interior as meeting the requirements for individual listing on the National Register;
(2) 
Certified or preliminarily determined by the Secretary of the Interior as contributing to the historical significance of a registered historic district or a district preliminarily determined by the Secretary to qualify as a registered historic district;
(3) 
Individually listed on a state inventory of historic places in states with historic preservation programs which have been approved by the Secretary of the Interior; or
(4) 
Individually listed on a local inventory of historic places in communities with historic preservation programs that have been certified either:
(a) 
By an approved state program as determined by the Secretary of the Interior; or
(b) 
Directly by the Secretary of the Interior in states without approved programs.
LAWFULLY EXISTING
Per the FHACA, means an existing fill, structure and/or use, which meets all federal, state, and local laws, and which is not in violation of the FHACA because it was established:
(1) 
Prior to January 31, 1980; or
(2) 
On or after January 31, 1980, in accordance with the requirements of the FHACA as it existed at the time the fill, structure and/or use was established.
Note: Substantially damaged properties and substantially improved properties that have not been elevated are not considered "lawfully existing" for the purposes of the NFIP. This definition is included in this section to clarify the applicability of any more stringent statewide floodplain management standards required under the FHACA.
LETTER OF MAP AMENDMENT (LOMA)
Means an official amendment, by letter, to an effective National Flood Insurance Program (NFIP) map that is requested through the Letter of Map Change (LOMC) process. A LOMA establishes a property's location in relation to the Special Flood Hazard Area (SFHA). LOMAs are usually issued because a property has been inadvertently mapped as being in the floodplain but is actually on natural high ground above the base flood elevation. Because a LOMA officially amends the effective NFIP map, it is a public record that the community must maintain. Any LOMA should be noted on the community's master flood map and filed by panel number in an accessible location.
LETTER OF MAP CHANGE (LOMC)
Means the process is a service provided by FEMA for a fee that allows the public to request a change in flood zone designation in an Area of Special Flood Hazard on an Flood Insurance Rate Map (FIRM). Conditional Letters of Map Revision, Conditional Letters of Map Revision - Fill, Letters of Map Revision, Letters of Map Revision-Fill, and Letters of Map Amendment are requested through the Letter of Map Change (LOMC) process.
LETTER OF MAP REVISION (LOMR)
Means FEMA's modification to an effective Flood Insurance Rate Map (FIRM). Letter of Map Revisions are generally based on the implementation of physical measures that affect the hydrologic or hydraulic characteristics of a flooding source and thus result in the modification of the existing regulatory floodway, the effective Base Flood Elevations (BFEs), or the Special Flood Hazard Area (SFHA). The LOMR officially revises the Flood Insurance Rate Map (FIRM) and sometimes the Flood Insurance Study (FIS) report, and when appropriate, includes a description of the modifications. The LOMR is generally accompanied by an annotated copy of the affected portions of the FIRM or FIS report. Because a LOMR officially revises the effective NFIP map, it is a public record that the community must maintain. Any LOMR should be noted on the community's master flood map and filed by panel number in an accessible location.
LETTER OF MAP REVISION - FILL (LOMR-F)
Means FEMA's modification of the Special Flood Hazard Area (SFHA) shown on the Flood Insurance Rate Map (FIRM) based on the placement of fill outside the existing regulatory floodway may be initiated through the Letter of Map Change (LOMC) Process. Because a LOMR-F officially revises the effective Flood Insurance Rate Map (FIRM) map, it is a public record that the community must maintain. Any LOMR-F should be noted on the community's master flood map and filed by panel number in an accessible location.
LICENSED DESIGN PROFESSIONAL
Licensed design professional shall refer to either a New Jersey Licensed Professional Engineer, licensed by the New Jersey State Board of Professional Engineers and Land Surveyors or a New Jersey Licensed Architect, licensed by the New Jersey State Board of Architects.
LICENSED PROFESSIONAL ENGINEER
A licensed professional engineer shall refer to individuals licensed by the New Jersey State Board of Professional Engineers and Land Surveyors.
LOCAL DESIGN FLOOD ELEVATION (LDFE)
Means elevation reflective of the most recent available preliminary flood elevation guidance FEMA has provided as depicted on but not limited to Advisory Flood Hazard Area Maps, Work Maps, or Preliminary FIS and FIRM which is also inclusive of freeboard specified by the New Jersey Flood Hazard Area Control Act and Uniform Construction Codes and any additional freeboard specified in a community's ordinance. In no circumstances shall a project's LDFE be lower than a permit-specified Flood Hazard Area Design Flood Elevation or a valid NJDEP Flood Hazard Area Verification Letter plus the freeboard as required in ASCE 24 and the effective FEMA Base Flood Elevation.
LOWEST ADJACENT GRADE
The lowest point of ground, patio, or sidewalk slab immediately next a structure, except in AO Zones where it is the natural grade elevation.
LOWEST FLOOR
In A Zones, the lowest floor is the top surface of the lowest floor of the lowest enclosed area (including basement). In V Zones and coastal A Zones, the bottom of the lowest horizontal structural member of a building is the lowest floor. An unfinished or flood resistant enclosure, usable solely for the parking of vehicles, building access or storage in an area other than a basement is not considered a building's lowest floor provided that such enclosure is not built so as to render the structure in violation of other applicable non-elevation design requirements of these regulations.
MANUFACTURED HOME
Means a structure that is transportable in one or more sections, eight feet or more in width and greater than 400 square feet, built on a permanent chassis, designed for use with or without a permanent foundation when attached to the required utilities, and constructed to the Federal Manufactured Home Construction and Safety Standards and rules and regulations promulgated by the U.S. Department of Housing and Urban Development. The term also includes mobile homes, park trailers, travel trailers and similar transportable structures that are placed on a site for 180 consecutive days or longer.
MANUFACTURED HOME PARK OR SUBDIVISION
Means a parcel (or contiguous parcels) of land divided into two or more manufactured home lots for rent or sale.
MARKET VALUE
Means the price at which a property will change hands between a willing buyer and a willing seller, neither party being under compulsion to buy or sell and both having reasonable knowledge of relevant facts. As used in these regulations, the term refers to the market value of buildings and structures, excluding the land and other improvements on the parcel. Market value shall be determined by one of the following methods 1) Actual Cash Value (replacement cost depreciated for age and quality of construction), 2) tax assessment value adjusted to approximate market value by a factor provided by the property appraiser, or 3) established by a qualified independent appraiser.
NEW CONSTRUCTION
Means structures for which the start of construction commenced on or after the effective date of the first floodplain regulation adopted by a community; includes any subsequent improvements to such structures. New construction includes work determined to be a substantial improvement.
NON-RESIDENTIAL
Means pursuant to ASCE 24, any building or structure or portion thereof that is not classified as residential.
ORDINARY MAINTENANCE AND MINOR WORK
Means types of work excluded from construction permitting under N.J.A.C. 5:23 in the March 5, 2018 New Jersey Register. Some of these types of work must be considered in determinations of substantial improvement and substantial damage in regulated floodplains under 44 CFR 59.1. These types of work include but are not limited to replacements of roofing, siding, interior finishes, kitchen cabinets, plumbing fixtures and piping, HVAC and air conditioning equipment, exhaust fans, built in appliances, electrical wiring, etc. Improvements necessary to correct existing violations of state or local health, sanitation, or code enforcement officials which are the minimum necessary to assure safe living conditions and improvements of historic structures as discussed in 44 CFR 59.1 shall not be included in the determination of ordinary maintenance and minor work.
RECREATIONAL VEHICLE
Means a vehicle that is built on a single chassis, 400 square feet or less when measured at the largest horizontal projection, designed to be self-propelled or permanently towable by a light-duty truck, and designed primarily not for use as a permanent dwelling but as temporary living quarters for recreational, camping, travel or seasonal use. A recreational vehicle is ready for highway use if it is on its wheels or jacking system, is attached to the site only by quick disconnect type utilities and security devices and has no permanently attached additions.
REPETITIVE LOSS
Means any flood-related damage sustained by a structure on two separate occasions during a 10-year period for which the cost of repairs at the time of each such flood event, on the average, equals or exceeds 25% of the market value of the structure before the damage occurred.
RESIDENTIAL
Means pursuant to the ASCE 24:
(1) 
Buildings and structures and portions thereof where people live or that are used for sleeping purposes on a transient or non-transient basis;
(2) 
Structures including but not limited to one- and two-family dwellings, townhouses, condominiums, multi-family dwellings, apartments, congregate residences, boarding houses, lodging houses, rooming houses, hotels, motels, apartment buildings, convents, monasteries, dormitories, fraternity houses, sorority houses, vacation time-share properties; and
(3) 
Institutional facilities where people are cared for or live on a 24-hour basis in a supervised environment, including but not limited to board and care facilities, assisted living facilities, halfway houses, group homes, congregate care facilities, social rehabilitation facilities, alcohol and drug centers, convalescent facilities, hospitals, nursing homes, mental hospitals, detoxification facilities, prisons, jails, reformatories, detention centers, correctional centers, and prerelease centers.
SOLID WASTE DISPOSAL
Means the storage, treatment, utilization, processing or final disposition of solid waste as described in N.J.A.C. 7:26-1.6 or the storage of unsecured materials as described in N.J.A.C. 7:13-2.3 for a period of greater than six months as specified in N.J.A.C. 7:26 which have been discharged, deposited, injected, dumped, spilled, leaked, or placed into any land or water such that such solid waste may enter the environment or be emitted into the air or discharged into any waters, including groundwaters.
SPECIAL FLOOD HAZARD AREA
Means the greater of the following: 1) land in the floodplain within a community subject to a 1% or greater chance of flooding in any given year, shown on the FIRM as Zone V, VE, V1-3-, A, AO, A1-30, AE, A99, or AH; 2) land and the space above that land, which lies below the peak water surface elevation of the flood hazard area design flood for a particular water, as determined using the methods set forth in the New Jersey Flood Hazard Area Control Act in N.J.A.C. 7:13; 3) riparian buffers as determined in the New Jersey Flood Hazard Area Control Act in N.J.A.C. 7:13. Also referred to as the "area of special flood hazard."
START OF CONSTRUCTION
Means as follows:
(1) 
For other than new construction or substantial improvements, under the Coastal Barrier Resources Act (CBRA), this is the date the building permit was issued, provided that the actual start of construction, repair, rehabilitation, addition, placement or other improvement was within 180 days of the permit date. The actual start means either the first placement of permanent construction of a building on site, such as the pouring of a slab or footing, the installation of piles, the construction of columns or any work beyond the stage of excavation; or the placement of a manufactured (mobile) home on a foundation. For a substantial improvement, actual start of construction means the first alteration of any wall, ceiling, floor, or other structural part of a building, whether or not that alteration affects the external dimensions of the building.
(2) 
For the purposes of determining whether proposed construction must meet new requirements when National Flood Insurance Program (NFIP) maps are issued or revised and Base Flood Elevation's (BFEs) increase or zones change, the Start of Construction includes substantial improvement, and means the date the building permit was issued, provided the actual start of construction, repair, reconstruction, rehabilitation, addition placement, or other improvement was within 180 days of the permit date. The actual start means either the first placement of permanent construction of a structure on a site, such as the pouring of slab or footings, the installation of piles, the construction of columns, or any work beyond the stage of excavation; or the placement of a manufactured home on a foundation.
Permanent construction does not include land preparation, such as clearing, grading, and filling, nor does it include the installation of streets and/or walkways; nor does it include excavation for a basement, footings, piers, or foundations or the erection of temporary forms; nor does it include the installation on the property of accessory buildings, such as garages or sheds not occupied as dwelling units or not part of the main structure. Such development must also be permitted and must meet new requirements when National Flood Insurance Program (NFIP) maps are issued or revised, and Base Flood Elevation's (BFEs) increase, or zones change.
For a substantial improvement, the actual start of construction means the first alteration of any wall, ceiling, floor, or other structural part of a building, whether or not that alteration affects the external dimensions of the building.
For determining if new construction and substantial improvements within the Coastal Barrier Resources System (CBRS) can obtain flood insurance, a different definition applies.
STRUCTURE
Means walled and roofed building, a manufactured home, or a gas or liquid storage tank that is principally above ground.
SUBSTANTIAL DAMAGE
Means damage of any origin sustained by a structure whereby the cost of restoring the structure to its before damaged condition would equal or exceed 50 [or optional lower number] percent of the market value of the structure before the damage occurred.
SUBSTANTIAL IMPROVEMENT
Means any reconstruction, rehabilitation, addition, or other improvement of a structure taking place over a 10-year period, the cumulative cost of which equals or exceeds 50% of the market value of the structure before the "start of construction" of the improvement. The period of accumulation includes the first improvement or repair of each structure that is permanent subsequent to November 1, 2013. This term includes structures which have incurred "substantial damage," regardless of the actual repair work performed. This term also includes structures which have incurred "repetitive loss" or "substantial damage," regardless of the actual repair work performed. The term does not, however, include either:
(1) 
Any project for improvement of a structure to correct existing violations of state or local health, sanitary or safety code specifications which have been identified by the local code enforcement officer and which are the minimum necessary to assure safe living conditions; or
(2) 
Any alteration of a "historic structure," provided that the alteration will not preclude the structure's continued designation as a "historic structure."
UTILITY AND MISCELLANEOUS GROUP U BUILDINGS AND STRUCTURES
Means buildings and structures of an accessory character and miscellaneous structures not classified in any special occupancy, as described in ASCE 24.
VARIANCE
Means a grant of relief from the requirements of this section which permits construction in a manner otherwise prohibited by this section where specific enforcement would result in unnecessary hardship.
VIOLATION
Means a development that is not fully compliant with these regulations or the flood provisions of the building code. A structure or other development without the elevation certificate, other certifications, or other evidence of compliance required in this section is presumed to be in violation until such time as that documentation is provided.
WATER SURFACE ELEVATION
Means the height, in relation to the North American Vertical Datum (NAVD) of 1988, (or other datum, where specified) of floods of various magnitudes and frequencies in the flood plains of coastal or riverine areas.
WATERCOURSE
Means river, creek, stream, channel, or other topographic feature in, on, through, or over which water flows at least periodically.
WET FLOODPROOFING
Means floodproofing method that relies on the use of flood damage resistant materials and construction techniques in areas of a structure that are below the Local Design Flood Elevation by intentionally allowing them to flood. The application of wet floodproofing as a flood protection technique under the National Flood Insurance Program (NFIP) is limited to enclosures below elevated residential and non-residential structures and to accessory and agricultural structures that have been issued variances by the community.
J. 
Subdivisions and other developments.
(1) 
General. Any subdivision proposal, including proposals for manufactured home parks and subdivisions, or other proposed new development in a flood hazard area shall be reviewed to assure that:
(a) 
All such proposals are consistent with the need to minimize flood damage.
(b) 
All public utilities and facilities, such as sewer, gas, electric and water systems are located and constructed to minimize or eliminate flood damage.
(c) 
Adequate drainage is provided to reduce exposure to flood hazards; in Zones AH and AO, adequate drainage paths shall be provided to guide floodwater around and away from structures.
(2) 
Subdivision requirements. Where any portion of proposed subdivisions, including manufactured home parks and subdivisions, lies within a flood hazard area, the following shall be required:
(a) 
The flood hazard area, including floodways, coastal high hazard areas, and Coastal A Zones, and base flood elevations, as appropriate, shall be delineated on tentative subdivision plats.
(b) 
Residential building lots shall be provided with adequate buildable area outside the floodway.
(c) 
The design criteria for utilities and facilities set forth in these regulations and appropriate codes shall be met.
K. 
Site improvement.
(1) 
Encroachment in floodways. Development, land disturbing activity, and encroachments in floodways shall not be authorized unless it has been demonstrated through hydrologic and hydraulic analyses required in accordance with Subsection E(3)(b) of these regulations, that the proposed encroachment will not result in any increase in the base flood level during occurrence of the base flood discharge. If Subsection E(3)(a) is satisfied, proposed elevation, addition, or reconstruction of a lawfully existing structure within a floodway shall also be in accordance with Subsection O(2) of this section and the floodway requirements of N.J.A.C. 7:13.
(2) 
Prohibited in floodways. The following are prohibited activities:
(a) 
The storage of unsecured materials is prohibited within a floodway pursuant to N.J.A.C. 7:13.
(b) 
Fill and new structures are prohibited in floodways per N.J.A.C. 7:13.
(3) 
Sewer facilities. All new and replaced sanitary sewer facilities, private sewage treatment plants (including all pumping stations and collector systems) and on-site waste disposal systems shall be designed in accordance with the New Jersey septic system regulations contained in N.J.A.C. 14A and N.J.A.C. 7:9A, the UCC Plumbing Subcode (N.J.A.C. 5:23) and Chapter 7, ASCE 24, to minimize or eliminate infiltration of floodwater into the facilities and discharge from the facilities into floodwaters, or impairment of the facilities and systems.
(4) 
Water facilities. All new and replacement water facilities shall be designed in accordance with the New Jersey Safe Drinking Water Act (N.J.A.C. 7:10) and the provisions of Chapter 7 ASCE 24, to minimize or eliminate infiltration of floodwater into the systems.
(5) 
Storm drainage. Storm drainage shall be designed to convey the flow of surface waters to minimize or eliminate damage to persons or property.
(6) 
Streets and sidewalks. Streets and sidewalks shall be designed to minimize potential for increasing or aggravating flood levels.
(7) 
Limitations on placement of fill. Subject to the limitations of these regulations, fill shall be designed to be stable under conditions of flooding including rapid rise and rapid drawdown of floodwater, prolonged inundation, and protection against flood-related erosion and scour. In addition to these requirements, when intended to support buildings and structures (Zone A only), fill shall comply with the requirements of the UCC (N.J.A.C. 5:23). Proposed fill and encroachments in flood hazard areas shall comply with the flood storage displacement limitations of N.J.A.C. 7:13.
(8) 
Hazardous materials. The placement or storage of any containers holding hazardous substances in a flood hazard area is prohibited unless the provisions of N.J.A.C. 7:13 which cover the placement of hazardous substances and solid waste is met.
L. 
Manufactured homes.
(1) 
General. All manufactured homes installed in flood hazard areas shall be installed pursuant to the Nationally Preemptive Manufactured Home Construction and Safety Standards Program (24 CFR 3280).
(2) 
Elevation. All new, relocated, and replacement manufactured homes to be placed or substantially improved in a flood hazard area shall be elevated such that the bottom of the frame is elevated to or above the elevation specified in Subsection O(2).
(3) 
Foundations. All new, relocated, and replacement manufactured homes, including substantial improvement of existing manufactured homes, shall be placed on foundations as specified by the manufacturer only if the manufacturer's installation instructions specify that the home has been designed for flood-resistant considerations and provides the conditions of applicability for velocities, depths, or wave action as required by 24 CFR Part 3285-302. The Floodplain Administrator is authorized to determine whether the design meets or exceeds the performance necessary based upon the proposed site location conditions as a precondition of issuing a flood damage prevention permit. If the Floodplain Administrator determines that the home's performance standards will not withstand the flood loads in the proposed location, the applicant must propose a design certified by a New Jersey licensed design professional and in accordance with 24 CFR 3285.301(c) and (d) which conforms with ASCE 24, the accepted standard of engineering practice for flood resistant design and construction.
(4) 
Anchoring. All new, relocated, and replacement manufactured homes to be placed or substantially improved in a flood hazard area shall be installed using methods and practices which minimize flood damage and shall be securely anchored to an adequately anchored foundation system to resist flotation, collapse and lateral movement. This requirement is in addition to applicable State and local anchoring requirements for resisting wind forces.
(5) 
Enclosures. Fully enclosed areas below elevated manufactured homes shall comply with the requirements of Subsection O(2).
(6) 
Protection of mechanical equipment and outside appliances. Mechanical equipment and outside appliances shall be elevated to or above the elevation of the bottom of the frame required in Subsection O(2) of these regulations.
Exception. Where such equipment and appliances are designed and installed to prevent water from entering or accumulating within their components and the systems are constructed to resist hydrostatic and hydrodynamic loads and stresses, including the effects of buoyancy, during the occurrence of flooding up to the elevation required by Subsection O(2), the systems and equipment shall be permitted to be located below that elevation. Electrical wiring systems shall be permitted below the design flood elevation provided they conform to the provisions of NFPA 70 (National Electric Code).
M. 
Recreational vehicles.
(1) 
Placement prohibited. The placement of recreational vehicles shall not be authorized in coastal high hazard areas and in floodways.
(2) 
Temporary placement. Recreational vehicles in flood hazard areas shall be fully licensed and ready for highway use and shall be placed on a site for less than 180 consecutive days.
(3) 
Permanent placement. Recreational vehicles that are not fully licensed and ready for highway use, or that are to be placed on a site for more than 180 consecutive days, shall meet the requirements of Subsection O(2) for habitable buildings and Subsection L(3).
N. 
Tanks.
(1) 
Tanks. Underground and above-ground tanks shall be designed, constructed, installed, and anchored in accordance with ASCE 24 and N.J.A.C. 7:13.
O. 
Other development and building work.
(1) 
General requirements for other development and building work. All development and building work, including man-made changes to improved or unimproved real estate for which specific provisions are not specified in these regulations or the Uniform Construction Code (N.J.A.C. 5:23), shall:
(a) 
Be located and constructed to minimize flood damage.
(b) 
Meet the limitations of Subsection E(3)(a) of this section when located in a regulated floodway;
(c) 
Be anchored to prevent flotation, collapse or lateral movement resulting from hydrostatic and hydrodynamic loads, including the effects of buoyancy, during the conditions of flooding up to the Local Design Flood Elevation determined according to Subsection B(3);
(d) 
Be constructed of flood damage-resistant materials as described in ASCE 24 Chapter 5;
(e) 
Have mechanical, plumbing, and electrical systems above the Local Design Flood Elevation determined according to Subsection B(3) or meet the requirements of ASCE 24 Chapter 7 which requires that attendant utilities are located above the Local Design Flood Elevation unless the attendant utilities and equipment are:
[1] 
Specifically allowed below the Local Design Flood Elevation; and
[2] 
Designed, constructed, and installed to prevent floodwaters, including any backflow through the system from entering or accumulating within the components.
(f) 
Not exceed the flood storage displacement limitations in fluvial flood hazard areas in accordance with N.J.A.C. 7:13; and
(g) 
Not exceed the impacts to frequency or depth of offsite flooding as required by N.J.A.C. 7:13 in floodways.
(2) 
Requirements for habitable buildings and structures.
(a) 
Construction and elevation in A Zones not including Coastal A Zones.
[1] 
No portion of a building is located within a V Zone.
[2] 
No portion of a building is located within a Coastal A Zone, unless a licensed design professional certifies that the building's foundation is designed in accordance with ASCE 24, Chapter 4.
[3] 
All new construction and substantial improvement of any habitable building (as defined in Subsection I) located in flood hazard areas shall have the lowest floor, including basement, together with the attendant utilities (including all electrical, heating, ventilating, air-conditioning and other service equipment) and sanitary facilities, elevated to or above the Local Design Flood Elevation as determined in Section 4.3, be in conformance with ASCE Chapter 7, and be confirmed by an Elevation Certificate.
[4] 
All new construction and substantial improvements of non-residential structures shall:
[a] 
Have the lowest floor, including basement, together with the attendant utilities (including all electrical, heating, ventilating, air-conditioning and other service equipment) and sanitary facilities, elevated to or above the Local Design Flood Elevation as determined in Subsection B(3), be in conformance with ASCE Chapter 7, and be confirmed by an Elevation Certificate; or
[b] 
Together with the attendant utility and sanitary facilities, be designed so that below the Local Design Flood Elevation, the structure:
[i] 
Meets the requirements of ASCE 24 Chapters 2 and 7; and
[ii] 
Is constructed according to the design plans and specifications provided at permit application and signed by a licensed design professional, is certified by that individual in a Floodproofing Certificate, and is confirmed by an Elevation Certificate.
[5] 
All new construction and substantial improvements with fully enclosed areas below the lowest floor shall be used solely for parking of vehicles, building access, or storage in an area other than a basement and which are subject to flooding. Enclosures shall:
[a] 
For habitable structures, be situated at or above the adjoining exterior grade along at least one entire exterior wall, in order to provide positive drainage of the enclosed area in accordance with N.J.A.C. 7:13; enclosures (including crawlspaces and basements) which are below grade on all sides are prohibited;
[b] 
Be designed to automatically equalize hydrostatic flood forces on exterior walls by allowing for the entry and exit of floodwaters unless the structure is non-residential and the requirements of Subsection O(2)(a)[4][b] are met;
[c] 
Be constructed to meet the requirements of ASCE 24 Chapter 2;
[d] 
Have openings documented on an Elevation Certificate; and
[e] 
Have documentation that a deed restriction has been obtained for the lot if the enclosure is greater than six feet in height. This deed restriction shall be recorded in the Office of the Essex County Register of Deeds and Mortgages in which the building is located, shall conform to the requirements in N.J.A.C. 7:13, and shall be recorded within 90 days of receiving a Flood Hazard Area Control Act permit or prior to the start of any site disturbance (including pre-construction earth movement, removal of vegetation and structures, or construction of the project), whichever is sooner. Deed restrictions must explain and disclose that:
[i] 
The enclosure is likely to be inundated by floodwaters which may result in damage and/or inconvenience.
[ii] 
The depth of flooding that the enclosure would experience to the Flood Hazard Area Design Flood Elevation;
[iii] 
The deed restriction prohibits habitation of the enclosure and explains that converting the enclosure into a habitable area may subject the property owner to enforcement;
[6] 
For new construction or substantial improvements, enclosures shall be less than 295 square feet in size.
(3) 
Garages and accessory storage structures. Garages and accessory storage structures shall be designed and constructed in accordance with the Uniform Construction Code.
(4) 
Fences. Fences in floodways that have the potential to block the passage of floodwater, such as stockade fences and wire mesh fences, shall meet the requirements of Subsection E(3)(a) of these regulations. Pursuant to N.J.A.C. 7:13, any fence located in a floodway shall have sufficiently large openings so as not to catch debris during a flood and thereby obstruct floodwaters, such as barbed-wire, split-rail, or strand fence. A fence with little or no open area, such as a chain link, lattice, or picket fence, does not meet this requirement. Foundations for fences greater than six feet in height must conform with the Uniform Construction Code. Fences for pool enclosures having openings not in conformance with this section but in conformance with the Uniform Construction Code to limit climbing require a variance as described in Subsection G of this section.
(5) 
Retaining walls, sidewalks, and driveways. Retaining walls, sidewalks and driveways that involve placement of fill in floodways shall meet the requirements of Subsection E(3)(a) of these regulations and N.J.A.C. 7:13.
(6) 
Swimming pools. Swimming pools shall be designed and constructed in accordance with the Uniform Construction Code. Above-ground swimming pools and below-ground swimming pools that involve placement of fill in floodways shall also meet the requirements of Subsection E(3)(a) of these regulations. Above-ground swimming pools are prohibited in floodways by N.J.A.C. 7:13.
(7) 
Roads and watercourse crossings.
(a) 
For any railroad, roadway, or parking area proposed in a flood hazard area, the travel surface shall be constructed at least one foot above the Flood Hazard Area Design Elevation in accordance with N.J.A.C. 7:13.
(b) 
Roads and watercourse crossings that encroach into regulated floodways or riverine waterways with base flood elevations where floodways have not been designated, including roads, bridges, culverts, low-water crossings and similar means for vehicles or pedestrians to travel from one side of a watercourse to the other side, shall meet the requirements of Subsection E(3)(a) of these regulations.
P. 
Temporary structures and temporary storage.
(1) 
Temporary structures. Temporary structures shall be erected for a period of less than 180 days. Temporary structures shall be anchored to prevent flotation, collapse or lateral movement resulting from hydrostatic loads, including the effects of buoyancy, during conditions of the base flood. Fully enclosed temporary structures shall have flood openings that are in accordance with ASCE 24 to allow for the automatic entry and exit of floodwaters.
(2) 
Temporary storage. Temporary storage includes storage of goods and materials for a period of less than 180 days. Stored materials shall not include hazardous materials.
(3) 
Floodway encroachment. Temporary structures and temporary storage in floodways shall meet the requirements of Subsection E(3)(a) of these regulations.
Q. 
Utility and Miscellaneous Group U.
(1) 
Utility and Miscellaneous Group U. In accordance with Section 312 of the International Building Code, Utility and Miscellaneous Group U includes buildings and structures that are accessory in character and miscellaneous structures not classified in any specific occupancy in the Building Code, including, but not limited to, agricultural buildings, aircraft hangars (accessory to a one- or two-family residence), barns, carports, communication equipment structures (gross floor area less than 1,500 sq. ft.), fences more than six feet (1,829 mm) high, grain silos (accessory to a residential occupancy), livestock shelters, private garages, retaining walls, sheds, stables, tanks and towers.
(2) 
Flood loads. Utility and miscellaneous Group U buildings and structures, including substantial improvement of such buildings and structures, shall be anchored to prevent flotation, collapse or lateral movement resulting from flood loads, including the effects of buoyancy, during conditions up to the Local Design Flood Elevation as determined in Subsection B(3).
(3) 
Elevation. Utility and miscellaneous Group U buildings and structures, including substantial improvement of such buildings and structures, shall be elevated such that the lowest floor, including basement, is elevated to or above the Local Design Flood Elevation as determined in Subsection B(3) and in accordance with ASCE 24. Utility lines shall be designed and elevated in accordance with N.J.A.C. 7:13.
(4) 
Enclosures below base flood elevation. Fully enclosed areas below the design flood elevation shall be constructed in accordance with Subsection O(2) and with ASCE 24 for new construction and substantial improvements. Existing enclosures such as a basement or crawlspace having a floor that is below grade along all adjoining exterior walls shall be abandoned, filled-in, and/or otherwise modified to conform with the requirements of N.J.A.C. 7:13 when the project has been determined to be a substantial improvement by the Floodplain Administrator.
(5) 
Flood-damage resistant materials. Flood-damage-resistant materials shall be used below the Local Design Flood Elevation determined in Subsection B(3).
(6) 
Protection of mechanical, plumbing, and electrical systems. Mechanical, plumbing, and electrical systems, equipment and components, heating, ventilation, air conditioning, plumbing fixtures, duct systems, and other service equipment, shall be elevated to or above the Local Design Flood Elevation determined in Subsection B(3).
Exception: Electrical systems, equipment and components, and heating, ventilating, air conditioning, and plumbing appliances, plumbing fixtures, duct systems, and other service equipment shall be permitted to be located below the Local Design Flood Elevation provided that they are designed and installed to prevent water from entering or accumulating within the components and to resist hydrostatic and hydrodynamic loads and stresses, including the effects of buoyancy, during the occurrence of flooding to the Local Design Flood Elevation in compliance with the flood-resistant construction requirements of ASCE 24. Electrical wiring systems shall be permitted to be located below the Local Design Flood Elevation provided they conform to the provisions of NFPA 70 (National Electric Code).
R. 
Severability. Where any section, subsection, sentence, clause, or phrase of these regulations is, for any reason, declared by the courts to be unconstitutional or invalid, such decision shall not affect the validity of the regulations as a whole, or any part thereof, other than the part so declared.
S. 
Effective date. This section shall take effect after final passage and publication as provided by law.
[1]
This ordinance repealed former Article 16 of the Maplewood Zoning and Development Regulations Ordinance, Floodplain Management.

§ 271-46 Lighting.

[Amended 6-20-2006 by Ord. No. 2361-06]
The objective of this section is to minimize undesirable off-site effects. All area lighting, such as parking lots or for security, shall provide translucent fixtures with shields around the light source. The light intensity at ground level shall be a minimum of 0.5 footcandle and a maximum of 1.0 footcandle. The total quantity of light radiated above a horizontal plane passing through the light source shall not exceed 7.5%. For recreation purposes, more intense lighting may be permitted, provided that the shielding and possible required planting buffer are approved as part of the plat. No lights shall be of rotating, pulsating or other intermittent frequency, nor of changing colors.

§ 271-47 Lots.

[Amended 6-20-2006 by Ord. No. 2361-06]
A. 
Insofar as is practical, lots shall be rectangular, lot lines shall be straight, and side lot lines shall be either at right angles or radial to street lines.
B. 
Each lot must front upon an approved, paved street.
C. 
Corner lots. Corner lots shall be of sufficient size to allow building setbacks to meet the front yard requirements along each street. The remaining two yards shall be considered side yards for the purposes of this chapter.
D. 
Through lots with frontage on two streets are permitted, provided that access shall be to the street with the lower traffic function.

§ 271-48 Monuments.

[Amended 6-20-2006 by Ord. No. 2361-06]
Monuments shall be the size and shape required by N.J.S.A. 46:23-9.9 et seq. (the Map Filing Law, as amended), be placed in accordance with said statute and be indicated on the final plat.

§ 271-49 Nonconforming uses, structures or lots.

[Amended 6-20-2006 by Ord. No. 2361-06]
The lawful use of land or structure existing on the date of adoption of this chapter may be continued although it may not conform to this chapter.
A. 
Abandonment. A nonconforming use shall be considered abandoned if any of the following conditions exist:
(1) 
It is terminated by the owner.
(2) 
A nonconforming use involving a structure is discontinued for 12 consecutive months.
(3) 
A nonconforming use of land without buildings ceases for a period of six months.
B. 
Maintenance. Maintenance may be performed on a nonconforming use, structure or lot, provided that the maintenance work does not change the use, expand the building or the functional use of the building, increase the area of a lot used for a nonconforming purpose or increase the nonconformity in any manner.
C. 
Building additions. If an existing permitted use violates any yard or coverage requirements, an addition or accessory building may be erected without an appeal for a variance, on the condition that the total permitted coverage shall not be exceeded and that the addition shall not violate any setback or other requirements of this chapter.
D. 
Subdivision of lots. An existing lot which has sufficient area and dimensions to permit a subdivision but has a structure on the lot with one or more setback violations may nevertheless be subdivided without an appeal for a variance, provided that the subdivision itself does not create any new zoning violations and does not increase the severity of the existing setback violation, such as moving the lot line even closer to the existing building.
E. 
Restoration and repairs.
(1) 
Any nonconforming structure or use which has been condemned or damaged by fire, explosion, flood, windstorm or act of God shall be examined by the Construction Official. If, in his opinion, the value of repairing the condition is greater than 50% of the value of replacing the entire structure, it shall be considered completely destroyed and may be rebuilt to the original specifications only upon the granting of an appropriate variance.
(2) 
Where the repair costs are less than 50% of the value of replacing the entire structure, the nonconforming structure or use may be rebuilt and used for the same purpose as before, provided that it does not exceed the height, area and bulk of the original structure. The reconstruction shall commence within 12 months of the date the building was damaged or condemned with the reconstruction carried out without interruption; otherwise, the damaged structure shall not be rebuilt as a nonconforming use or building. Upon good cause shown, one additional succeeding twelve-month period may be granted by the governing body.
(3) 
The percent damaged or condemned shall be the current replacement costs of the portion damaged or condemned computed as a percentage of the current replacement cost of the entire structure, neither to include the cost of the foundation unless the foundation is damaged or condemned. The method of calculation of replacement cost shall be as set forth in the Uniform Construction Code.

§ 271-50 Off-street parking and loading.

[Amended 9-5-1989 by Ord. No. 1796; 2-15-2000 by Ord. No. 2118-00; 12-16-2003 by Ord. No. 2239-03; 12-30-2003 by Ord. No. 2238-03; 6-20-2006 by Ord. No. 2361-06; 6-5-2012 by Ord. No. 2693-12; 4-15-2014 by Ord. No. 2747-14; 12-5-2017 by Ord. No. 2878-17; 2-18-2025 by Ord. No. 3146-25; 10-21-2025 by Ord. No. 3170-25]
The standards set forth in this section apply only to uses requiring site plan approval, unless otherwise stated.
A. 
Access to parking lots. There shall be a maximum of two access drives to any street with their center lines spaced at least 56 feet apart, with no more than two lanes of traffic each, and with their center lines at least 30 feet from any property line. When the property along a street exceeds 500 feet in length, one access drive may be permitted for every 250 feet of frontage. Driveways with widths exceeding 24 feet shall be reviewed by the approving authority with consideration to the width, curbing, traffic flow, radii of curves and traffic lane divider.
B. 
Access to loading and parking spaces. Individual spaces shall be served by interior driveways designed for vehicle access without the need for moving any other vehicle. Spaces shall not have direct access from public streets, major interior drives or private roads. Dead-end aisles shall be avoided wherever possible.
C. 
Buffers. All loading areas and parking lots shall be buffered from adjoining streets, existing residential uses and residential zones in accordance with § 271-37, Buffers.
D. 
Curbing. All parking lots and loading areas shall have granite block or concrete curbing around the perimeter of the parking and loading areas if needed in conjunction with an overall drainage plan. Curbing shall be either depressed at the driveway or have the curbing rounded at the corners with the access drive connected to the street in the same manner as a street. Curbing between vehicular and pedestrian ways shall be designed with ramps from the street or parking grade to the sidewalk which shall be no less frequent than one every 65 feet and located in accordance with a pedestrian circulation plan. In lots where the drainage is to be directed into adjoining landscape areas, flush curb with curb stops or curbing with curb cuts will be permitted in lieu of granite block.
E. 
Dimensions.
(1) 
Off-street parking spaces shall be nine feet by 18 feet in accordance with the following schedule. Up to 15% of the spaces in any parking lot which serves uses other than retail commercial may be as small as eight feet by 15 feet for the purpose of serving compact cars. Handicapped parking spaces shall be in compliance with N.J.A.C. 5:23-7.0, as regulated by the Uniform Construction Code.
Angle of Parking Space
(degrees)
One-Way Aisle
(feet)
Two-Way Aisle
(feet)
90
24
24
60
18
18
45
14
18
30
12
18
Parallel
12
18
(2) 
Off-street loading spaces shall have 15 feet of vertical clearance and be designed in accordance with the following schedule:
Loading Space Length
(feet)
Apron Width
(feet)
90 Degrees
(feet)
60 Degrees
(feet)
60
10
72
66
60
12
63
57
60
14
60
54
F. 
Drainage. All parking and loading areas shall provide for storm drainage in accordance with § 271-41, Drainage.
G. 
Surfacing. All off-street parking areas shall be paved with a bituminous concrete or cement binder pavement. Pavement specifications shall be determined by the Engineering Department based on the use characteristics of the parking area.
H. 
Landscaping. Landscaping in and around parking lots and loading areas shall be shown on a landscaping plan. Trees shall be spaced so they do not interfere with driver vision at intersections of driveways, streets and the ends of parking rows. At least one tree for every five parking spaces shall be provided. All areas between the parking area, the building and all pedestrian walkways shall be landscaped. All landscaped areas within the parking lot or loading area shall be elevated and protected by granite block curbing. Plantings which do not survive shall be replaced within one year or one growing season. Shrubbery and tree species selected shall be resistant to pollutants typically found in parking area.
I. 
Minimum loading requirements. Adequate off-street loading and maneuvering space shall be provided for every use, based on the following schedule. Those uses not listed shall provide sufficient spaces as determined under site plan review.
Minimum Loading Requirements
Type
Gross Floor Area at Which First Berth is Required
Gross Floor Area at Which Second Berth is Required
Number of Additional Square Feet for Each Additional Berth
Assembly operations
*
40,000
30,000
Auto sales
*
40,000
40,000
Cemeteries
None required
Community centers
None required
Dwelling units
None required
Financial institu- tions
10,000
100,000
100,000
Finishing operations
*
40,000
30,000
Hospitals
*
100,000
100,000
Hotels
*
100,000
100,000
Houses of worship
None required
Industrial
*
40,000
30,000
Libraries
None required
Manufacturing
*
40,000
30,000
Offices
*
100,000
100,000
Receiving
*
40,000
30,000
Research
*
40,000
40,000
Restaurants
*
25,000
20,000
Retail stores
*
20,000
20,000
Shipping
*
40,000
30,000
Storage areas
*
40,000
30,000
Utilities
10,000
100,000
100,000
Veterinarian hospitals
*
100,000
100,000
Warehouses
*
40,000
30,000
NOTES:
*
Minimum of one space required.
(1) 
When more than one use is located in a building or where multiple uses are designed as part of a shopping center, industrial complex or similar self-contained complex, the number of loading spaces shall be based on the cumulative number of square feet within the building or complex, shall be dispersed throughout the site to best serve the individual uses and shall be part of site plan approval.
(2) 
There shall be a minimum of one trash/garbage pickup location located either within or outside a building in steel-like, totally enclosed container(s), located and screened to be obscured from view from parking areas, streets and residences. If located within a commercial or industrial building, the doorway(s) may serve both the loading and trash/garbage collection functions. If located outside the building, it may be located adjacent to or within the loading area(s), provided that the container(s) in no way interferes with or restricts the required loading functions.
J. 
Minimum parking requirements. The number of parking spaces for each use shall be determined by the number of dwelling units, the amount of gross floor area, as defined in this chapter, or such other measure as noted. Where a particular function contains more than one use, the minimum parking requirements shall be the sum of the component parts. Where an expansion of an existing use takes place, the parking requirements for the entire use shall be met. Parking spaces, access drives, access space and other circulation to service parking located within that portion of the lot covered by the roof of a building shall not be counted toward meeting the parking requirements of this chapter.
(1) 
Assembly operations: one space for each 800 square feet of gross floor area.
(2) 
Auto sales: one space per 100 square feet of showroom area and sales office.
(3) 
Financial institutions: one space per 200 square feet of gross floor area.
(4) 
Finishing operations: one space per 800 square feet of gross floor area.
(5) 
Hospitals: 1.5 spaces per bed.
(6) 
Hotels: 1.6 spaces per guest room (this requirement also satisfies the parking needs for all accessory uses and employees).
(7) 
Houses of worship: one space per four seats.
(8) 
Industrial: one space per 800 square feet of gross floor area.
(9) 
Manufacturing: one space per 800 square feet of gross floor area.
(10) 
Medical-professional: one space per 150 square feet of gross floor area.
(11) 
Offices: one space per 250 square feet of gross floor area.
(12) 
Receiving: one space per 1,000 square feet of gross floor area.
(13) 
Research: one space per 1,000 square feet of gross floor area.
(14) 
Residential: one space per dwelling unit, subject to compliance with State Residential Site Improvement Standards set forth in N.J.S.A. 40:55D-40.1 et seq. and N.J.A.C. 5:21 et seq.
(15) 
Restaurants.
(a) 
Eat-in restaurant: one space per three seats or one space per 50 square feet of gross floor area, whichever is greater.
(b) 
Take-out restaurant: one space for every 20 square feet of waiting area floor space.
(c) 
Eat-in/take-out restaurant: the sum of the parking requirements for eat-in and take-out restaurants.
(16) 
Retail stores: one space per 200 square feet of gross floor area.
(17) 
Shipping: one space per 5,000 square feet of gross floor area.
(18) 
Storage areas: one space per 5,000 square feet gross floor area.
(19) 
Theaters: one space per three seats.
(20) 
Utilities: one space.
(21) 
Veterinarian hospitals: six spaces per examination room or doctor, whichever is greater.
(22) 
Warehouses: one space per 5,000 square feet of gross floor area.
(23) 
Business schools: one space for every three classroom seats.
(24) 
Public areas: one space for every 20 square feet of gross floor area.
(25) 
Non-residential uses in the PRB Zone. Up to 3,500 square feet of gross floor area: zero parking spaces required. One parking space per each 300 square feet of gross floor area in excess of 3,500 square feet. The first 3,500 square feet of gross floor area shall not be counted when calculating the number of required spaces.
K. 
Location of parking and loading areas.
(1) 
No off-street loading and maneuvering areas shall be located in any front yard or any street.
(2) 
All parking and loading spaces shall be located on the same lot as the use being served. In the business districts (NB, RB and HB), required parking may be provided on another lot, provided that the parking area is within 500 feet of the use; and further provided that such remote lot or land is in the same ownership as the lands and buildings which it serves and the owner records a declaration in the Essex County Register's Office declaring his intentions not to sell or convey separately the remote lands and the lands and the buildings it serves. The declaration shall describe the property by metes and bounds.
(3) 
No loading or parking spaces shall be located in any required buffer area.
(4) 
Parking spaces for multifamily dwellings and commercial/industrial uses shall be within 150 feet and 300 feet, respectively, of the entrance of the building.
(5) 
All parking and loading spaces shall be set back from any property line a minimum of five feet.
L. 
Residential off-street parking and loading. Residential off-street parking. In addition to other standards set forth herein for parking related to residential uses, the following standards shall apply in the one- and two-family residence and garden apartment zones, even in those situations where site plan approval is not required:
(1) 
Parking for residential uses shall be provided in accordance with the requirements set forth in § 271-50J of this chapter.
(2) 
Parking spaces for residential uses may be located in any yard, but parking shall be prohibited from being located in the yard space between a public street and any principal building. Single-family and two-family dwellings shall have no more than 30% of the front yard area in pavement for parking and shall provide a minimum of one parking space for each dwelling unit. Single-family dwellings shall have no more than one driveway access to a street.
(3) 
Off-street parking spaces shall not be located nearer to the street line than the building line or setback line, except in one- and two-family dwellings.
(4) 
The parking or storage of boats, trailers, motor homes, aircraft and everything similar is prohibited unless garaged at all times within a wholly enclosed building.
(5) 
The parking or storage of a commercial motor vehicle on any premises in all residential zones is prohibited except that:
(a) 
Parking in connection with the transaction of business with the owner or occupant of the premises is permitted.
(b) 
One commercial motor vehicle, as defined in N.J.S.A. 39:1-1, having a gross vehicle weight greater than 8,500 pounds, is permitted to be parked on the premises on which a resident resides, provided that it is garaged at all times within a wholly enclosed building so that it is not visible to the public; and
(c) 
A resident may park, in the driveway of the premises in which he/she resides, one autocab, as defined in N.J.S.A. 48:16-1. No more than one autocab may be parked in any premises' driveway at any given time; or
(d) 
A resident may park, in the driveway of the premises in which he/she resides, one commercial vehicle, as defined in N.J.S.A. 39:1-1, having a gross vehicle weight of 8,500 pounds or less. No more than one such vehicle may be parked in any premises' driveway at any given time.
(e) 
With reference to Subsection L(5)(c) and (d) above, all defined vehicles must be parked within five feet of the premises' garage or, if the premises does not have a garage, within five feet of the end of the premises' driveway furthest from the street.
(6) 
Off-street parking. The parking or storage of inoperable, junked, abandoned or unregistered motor vehicles and everything similar is prohibited on any lands or premises in all zones unless within a wholly enclosed building designed and erected for that purpose. A vehicle, other than one registered as an antique, without a valid or current inspection sticker is to be considered, for the purpose of this chapter, an inoperable motor vehicle.
(7) 
Parking of any vehicles on any portion permitted shall be on a hard or aggregate surface for the purpose of compliance with § 271-70A(4)(b).
M. 
Waiver of requirements by the approving authority. Waivers of parking or loading requirements may be given upon the following terms and conditions:
(1) 
The variation for parking is no greater than 20% of the requirements set forth herein.
(2) 
Loading requirements set forth in § 271-50I may be waived entirely.
(3) 
The waiver is determined after a public hearing on the site plan with appropriate notice given to property owners within 200 feet of the property in question.
(4) 
Variations greater than 20% may be permitted, provided that the spaces can be accommodated on the lot. The application for development shall indicate the location of parking spaces to be waived, and all storm drainage systems shall be designed to accommodate the future development of the spaces, if needed. The determination of whether the spaces shall be constructed will be made after the building is occupied and can be made either by the developer or the Township. The area set aside for the parking accommodation shall be constructed of pervious paving materials where feasible. No additional approvals will be required in order to construct the parking facilities shown as long as they are built in accordance with the approved site plan.

§ 271-51 Performance standards.

[Amended 6-20-2006 by Ord. No. 2361-06]
The following standards apply to all uses in the Township except single-family and two-family dwellings.
A. 
Air, water and environmental pollution. No use shall emit heat, odor, vibrations, noise or any other pollutant into the ground, water or air that exceeds the most stringent applicable state and federal regulation. No permit shall be issued for any use where a state permit is required until the state has ascertained and approved the level and quality of emission, the type and quality of emission control and the level of monitoring to be conducted.
B. 
Storage and waste disposal. No materials shall be deposited so they can be transferred off the lot, directly or indirectly, by natural forces such as precipitation, surface water, evaporation or wind. All materials which might create a pollutant or be a safety and health hazard shall be stored indoors and/or be enclosed in appropriate containers to eliminate such pollutant or hazard. No flammable or explosive substance shall be stored on a property except under conditions approved by the Fire Department. No bulk storage of materials or equipment shall be in any front yard, nor closer to any street line than 100 feet, nor closer to any side or rear lot line than the minimum setback for principal buildings. Each site shall provide appropriate area(s), properly screened from adjacent property, for the orderly deposit and pickup of trash and garbage.

§ 271-52 Principal use.

[Amended 5-20-2003 by Ord. No. 2221-03; 6-20-2006 by Ord. No. 2361-06; 10-20-2015 by Ord. No. 2798-15]
A. 
No lot shall have erected upon it more than one principal use. No more than one principal building shall be permitted on one lot except that shopping centers, multifamily complexes, industrial/office complexes, and convenience stores with a fueling station may be permitted more than one building on a lot in accordance with an approved site plan.
B. 
Notwithstanding, the foregoing, an approved personal wireless service facility may be a permitted secondary principal use on any lot.

§ 271-53 Shade trees.

[Amended 6-20-2006 by Ord. No. 2361-06]
A. 
All planted trees shall have a minimum diameter of 2.5 inches measured three feet above the ground and be of a species approved by the approving authority. Trees shall be planted no more than 50 feet apart along all new streets and be located within the right-of-way. They shall be balled and burlapped, nursery grown, free from insects and disease and true to species and variety. Trimming trees or filling around trees in the yard portion of a lot shall not be permitted unless it can be shown that grading requirements or thinning necessitate removal of trees, in which case those lots shall be replanted to reestablish the tone of the area and to conform with adjacent lots. Planted trees that do not live shall be replaced by the developer during the next planting season.
B. 
No live trees exceeding four inches in diameter measured at four feet above the ground shall be cut down or destroyed except under the following circumstances:
(1) 
Unless their presence would cause hardship or endanger the public or an adjoining property owner.
(2) 
Unless in areas to be occupied by buildings, driveways, sidewalks, parking or recreational area and within a distance of 15 feet around the perimeter of such building, depending upon the species of the tree and conditions to be determined by the Supervisor of the Parks and Shade Tree Department and certified to the Construction Official.
(3) 
Unless the area shall have a cut or fill of land which the Supervisor of the Parks and Shade Tree Department shall determine is injurious to trees. The determination of the Supervisor shall depend upon the species of tree and degree of injury and shall be indicated on the plan referred to.
C. 
In seeking approval under the exceptions listed in § 271-53B(3), the applicant shall prepare an inventory map depicting the existing live trees by size, type, and area of disturbance.

§ 271-54 Sidewalks.

[Amended 6-20-2006 by Ord. No. 2361-06]
Sidewalks shall be installed as determined by the approving authority in the interest of public safety and proper pedestrian circulation considering the nature of adjoining streets and access to facilities such as schools, bus stops, recreation areas and retail services. Sidewalks shall be at least four feet wide and may be constructed of concrete or brick, with a cold joint every four feet and an expansion joint every 20 feet. Concrete sidewalks shall be Class B concrete having a twenty-eight-day compressive strength of 4,500 pounds per square inch, shall be air-entrained and shall be four inches thick except at points of vehicular crossing, where they shall be at least six inches thick. Sidewalks crossing driveways shall be reinforced at the midpoint or 1/3 points with welded wire fabric (66-1212) or equivalent. Where feasible, new or reconstructed sidewalks shall be constructed to slope into neighboring lawns or constructed of permeable paving materials.

§ 271-55 Sight triangles.

[Amended 1-19-2021 by Ord. No. 3015-20]
A. 
Definitions. As used in this article, the following terms shall have the meanings indicated:
SIGHT TRIANGLE
A triangle at an intersection formed by two roads or rights-of-way and a third line, which must be kept clear of obstructions so that vehicles or pedestrians in one road can see vehicles approaching in the other road.
B. 
Implementation. Sight triangles shall be required for any development project approved subsequent to the effective date of this section at each corner of an intersection of streets and at intersections of streets and driveways serving residential, commercial, industrial and multifamily housing developments. Driveways shall be classified as a local street for purposes of establishing distances. Sight triangles shall be in conformity with the standards set forth by the American Association of State Highway and Transportation Officials ("AASHTO"), a policy on Geometric Design of Highways and Streets 2011, 6th Edition, Section 9.5, Sight Distance, as amended and adopted by the Township Engineer. No grading, planting or structure shall be erected or maintained which impedes the sight triangle. Where any intersection involves earth banks or vegetation, including trees, the developer shall trim or selectively thin trees and grade to provide the sight triangle.

§ 271-56 Signs and street graphics.

[Amended 6-6-1989 by Ord. No. 1784; 6-6-1989 by Ord. No. 1785; 2-4-1997 by Ord. No. 2017-97; 6-20-2006 by Ord. No. 2361-06]
The purpose of this section is to create the legal framework for a system of signs and street graphics.
A. 
Table of Design Elements. A Table of Design Elements for street graphics is included herewith. Except in areas of special control, as set forth in Subsection G, no street graphic shall be erected, displayed, substantially altered or reconstructed except in conformance with the Table of Design Elements, hereinafter referred to as "table."
Table of Design Elements
KEY:
Y = Yes; N = No; W = White
Zoning Districts
R-1-7 through R-2-4, RGA
NB, RB
HB
OB, RO, CI, SLI
Basic elements:
Wall graphic, area
2 square feet
20%
20%
10%
Wall graphic, height
1 foot
2 feet
2 feet
2 feet
Ground graphic, area
2 square feet
10 square feet
20 square feet
40 square feet
Auxiliary elements:
Awnings
N
Y
Y
N
Canopies
N
Y
Y
N
Marquees
N
N
Y
N
Time and temperature
N
Y
Y
N
Window
N
(Notes A and B)
N
Surface color
W + 1
All
All
W + 2
NOTES:
Note A: Temporary window graphics must be removed within five days after the close of the sale or special event and in no event may be displayed more than 40 days. Graphics must be attached flat against the window glass and not occupy more than 25% of the total area of the window in which displayed.
Note B: Permanent window graphics may not occupy more than 25% of the total area of the window in which displayed. Any lettering in the window which is less than three inches in height shall not be considered in this calculation.
B. 
Items of information allowed.
(1) 
Each land use is entitled to display street graphics containing up to 10 items of information on each street to which it has access. The name of the proprietor or the name of the business occupying the building and its premises shall count as only one item of information. The name may be displayed on each street frontage, even if the items of information use up the permitted 10 items.
(2) 
An "item of information" means any of the following: a syllable of a word, an abbreviation, a number (whether one digit or more), a symbol or a geometric shape. In addition, graphics combining several shapes are to be assessed one additional item for each noncontinuous plane.
(3) 
Lettering less than three inches in height, if contained in a wall graphic, is not included.
C. 
Ground graphics. Any land use may display one or more ground graphics, provided that:
(1) 
The face of the building or structure is set back at least 35 feet from the street line.
(2) 
The ground graphic shall not exceed 12 feet in height, measured from the grade at the street line.
(3) 
A ground graphic which is six square feet or more in area may be displayed only on a frontage of 100 feet or more.
(4) 
The ground graphic shall be set back from each property line and the street line a minimum of 10 feet or 1 1/2 times the height of the graphic, whichever is greater.
D. 
Wall graphics.
(1) 
The area permitted for wall graphics is shown in the table.
(2) 
"Signable area" of the building means an area of the facade of the building which is free of windows, doors and major architectural detail. The percentage figures shown in the table are based on the signable area. The following provisions apply in calculating the graphic area:
(a) 
If the graphic is enclosed by a box or outline, the total area of the graphic, including the background, is counted as part of the graphic area.
(b) 
If the graphic consists of individual letters, only the area of the letters is counted as part of the signable area.
(3) 
A graphic may not cover or interrupt major architectural features, such as frieze, string courses or other decorative facade details.
(4) 
Wall graphics height, limitations:
(a) 
Wall graphics placed in the space between windows may not exceed in height more than 2/3 of the distance between the top of a window and the sill of the window above or major architectural details related thereto.
(b) 
Wall graphics may not extend above the second story, nor above the roofline of the building to which attached.
E. 
Projecting graphics are not permitted.
F. 
Special situations:
(1) 
Street graphics may be displayed on the side or rear of a building adjacent to an off-street parking area if the off-street parking area is 40 feet or more in width. However, the side or rear of the building may not be included when calculating the signable area.
(2) 
If a building has frontage on two or more streets, each side of the building is to be separately considered.
G. 
Area of special control.
(1) 
A house of worship, school or other quasi-public land use in an R-1-7 through R-2-4 or RGA District may display one ground graphic not larger than 15 square feet in area. Golf courses and private clubs may display one ground graphic not to exceed 10 square feet in area and five feet in height for each vehicular entrance from a public street.
(2) 
Apartments in the RGA District may have one ground graphic not larger than 12 square feet in area and five feet in height for each 200 feet of street frontage.
(3) 
Office buildings in the OB District may have one ground graphic not larger than 20 square feet in area and 12 feet in height.
(4) 
Automobile service stations may have one pole-mounted ground graphic not larger than 15 square feet in area, nor more than 20 feet in height. This sign area is to be included in sign and graphic allowances set forth in the table.
(5) 
The following graphics are prohibited:
(a) 
Billboards.
(b) 
Portable graphics.
(c) 
Graphics with motion or which give the illusion of motion.
(d) 
Flashing, intermittent or changing color light for graphics.
(e) 
Temporary pennants and flags.
(6) 
The following temporary graphics are permitted and do not require a permit:
[Amended 11-14-2011 by Ord. No. 2679-11; 9-4-2012 by Ord. No. 2702-12]
(a) 
Graphics identifying sale, rental or lease of premises; adhesive signage; "open house" signs; "coming soon" signs.
[Amended 3-17-2015 by Ord. No. 2771-15; 4-18-2017 by Ord. No. 2859-17; 7-18-2017 by Ord. No. 2865-17]
[1] 
Sale, rental, or lease signs; adhesive signage; "coming soon" signs.
[a] 
Graphics identifying the sale, rental or lease of the premises on which located and an artisan or contractor identification while at work on the premises, subject to a maximum graphic area of six square feet with a width of no greater than 28 inches in the R-1-7 through R-2-4 and RGA Districts and nine square feet in all other districts. In addition, one sign rider no more than six inches in height may be added above, and up to two sign riders each of which may be no more than six inches in height may be added below. Any sign rider must be related to the sale, rental or lease of the premises at which the sign is located and cannot be used for general advertisement. Ground graphic provisions shall apply. Graphics must be removed within three business days after closing of title or lease or the reason for the graphic has ceased.
[b] 
"Sold" signs, "leased" signs or any sign indicating that the original reason for the sign has ceased shall be prohibited. Notwithstanding the foregoing, "under contract" sign riders are permitted subject to the foregoing provisions. In addition, notwithstanding the foregoing, "coming soon" sign riders are permitted for a period of 14 days subject to the foregoing provisions. A "coming soon" sign rider must have the date of removal listed on the sign rider.
[c] 
Temporary adhesive signage for any purpose is prohibited.
[2] 
On-premises "open house" signs shall be permitted only during the period that the open house is being conducted. Only one sign shall be permitted of each category, that is, "open house," "for sale," "for lease," or wording of the same intent. All signs such as "for sale," "for rent" or "open house" and artisan and contractors shall be restricted to the subject property being offered, and such signs shall be placed no closer than 15 feet from the front curb of the property, as measured from the front edge of the sign, unless there is a permanent obstruction, such as a masonry wall, greater than four feet in height, as measured from the ground, in which the sign shall be placed against the outer portion of the permanent obstruction.
[3] 
In addition, off-premises "open house" signs shall be permitted on the day that the subject property is open for inspection or an open house is being conducted on the following conditions:
[a] 
Any intersection shall have not more than three total directional signs on the corners of the intersection, and there may be only one "open house" sign per open house per intersection.
[b] 
"Open house" signs may be placed from sunrise to sunset on the day that the open house is being held.
[c] 
"Open house" signs may be placed in the grass area between the sidewalk and the street or, in the absence of a sidewalk, within three feet of the curb adjacent to the subject property.
[d] 
No "open house" sign may be placed in such a location so as to create, in the exclusive determination of the Maplewood Police Department, a traffic hazard.
[4] 
All other signs are prohibited from being placed within the public rights-of-way.
(b) 
Violation and penalties.
[Amended 3-17-2015 by Ord. No. 2771-15]
[1] 
Any violation of the above shall be punished by penalty as listed in Article VI of this chapter but in no case less than $100 per violating sign per each day of violation.
[2] 
Additionally, any violating sign may be removed and discarded by officials of the Township of Maplewood.
H. 
Permits.
(1) 
No street graphic other than temporary graphics as set forth in Subsection G(6) or those operations set forth in Subsection H(3) below shall be erected, altered or relocated without an advisory review by the Design Review and Beautification Committee[1], an approval by the Planning Board and a permit issued by the Construction Official.
[1]
Editor's Note: Said Committee was dissolved 12-15-2009 by Ord. No. 2612-09.
(2) 
Applications for permits shall include a drawing showing the design, location, pertinent details and the name and address of the owner and applicant.
(3) 
The following operations shall not require a permit:
(a) 
Changing copy on a theater marquee.
(b) 
Renovating an existing graphic where no change in letter size or copy is made.
I. 
Auxiliary elements. See the table in Subsection A.
(1) 
Awnings and canopies are permitted in the NB, RB and HB Districts. Letters over three inches in height which are displayed are debited against the allowable graphic area.
(2) 
Temporary window graphics are not debited against the allowable graphic area.
(3) 
Indirect illumination, i.e., a light source not seen directly, is permitted.
(4) 
Floodlight illumination is permitted, provided that none of the light shines onto an adjoining property or in the eyes of motorists or pedestrians.
(5) 
Bare bulb illumination is not permitted.

§ 271-57 Soil erosion; sediment control; topsoil.

[Amended 6-20-2006 by Ord. No. 2361-06]
All major site plans and major subdivisions shall incorporate soil erosion and sediment control programs according to the approved staging plan, if any, including anticipated starting and completion dates. The purpose is to control soil erosion and sediment damages. All major developments that exceed one or more acres of land disturbance shall comply with the Low Impact Development Design Standards outlined in the New Jersey Stormwater Best Management Practices Manual. See sections in this article entitled "Floodplain regulations" and "Drainage.”[1]
A. 
Data required.
(1) 
A plan establishing the means for controlling soil erosion and sedimentation at the applicant's expense and certified by the Soil Conservation District is required.
(2) 
The plan shall be prepared by a professional engineer licensed in New Jersey, except in instances where the preparation of a plan does not include or require the practice of engineering, as defined in N.J.S.A. 45:8, and shall contain:
(a) 
The location and description of general topography and soil characteristics on and surrounding the site, including a copy of the Soil Conservation Service Soil Survey.
(b) 
Proposed changes to contours showing existing and postconstruction conditions.
(c) 
Proposed measures for controlling soil erosion and sediment during and after construction.
(d) 
The sequence of installing erosion and sediment control measures, including anticipated starting and completion dates.
B. 
General design principles.
(1) 
Stripping of vegetation, grading or other soil disturbance shall be done in a manner which will minimize soil erosion.
(2) 
Whenever feasible, natural vegetation shall be retained and protected.
(3) 
The extent of the disturbed area and the duration of its exposure shall be kept within practical limits.
(4) 
Either temporary seeding, mulching or other suitable stabilization measures shall be used to protect exposed critical areas during construction or other land disturbances.
(5) 
Drainage provisions shall accommodate increased runoff resulting from modified soil and surface conditions during and after development or land disturbance.
(6) 
Water runoff shall be minimized and retained on site wherever possible to facilitate groundwater recharge.
(7) 
Sediment shall be retained on-site.
(8) 
Diversions, sediment basins and similar structures shall be installed where required, prior to any on-site grading or land disturbance.
(9) 
Grading and filling. All fill shall be clean fill and/or topsoil. Grading shall be limited to areas shown on an approved plat. Any topsoil disturbed during grading operations shall be redistributed throughout the site.
(10) 
Soil removal and redistribution. Excavation of soil, other than required to construct approved structures and facilities, shall be prohibited. Any application proposing the disturbance of more than 5,000 square feet of surface area of land, as defined in the Soil Erosion and Sediment Control Act (Chapter 251 of the Laws of 1975),[2] shall include the following:
(a) 
The means to control or prevent erosion.
(b) 
Sedimentation basin(s) for soil that does erode due to water.
(c) 
Control of drainage, dust and mud on the premises as well as abutting lands.
(d) 
Preservation of soil fertility and the ability of the area to support plant and tree growth by maintenance of adequate topsoil consisting of at least six inches of the original layer.
(e) 
Maintenance of necessary lateral support and grades of abutting lands, structures and other improvements.
(f) 
Avoidance of pits and declivities which are hazardous or which provide insect breeding locations.
[2]
Editor's Note: See N.J.S.A. 4:24-39 et seq.
C. 
Maintenance. All erosion and sediment control measures shall be maintained for two years after completion or until such measures are permanently stabilized as determined by the Township Engineer, whichever is longer.
D. 
Exemptions. The following are exempt from the soil erosion and sediment control provisions:
(1) 
Land disturbance associated with the construction of a single-family dwelling unit unless such unit is a part of a proposed subdivision, site plan, zoning variance or building permit application involving two or more such single-family dwelling units.
(2) 
Land disturbance of 5,000 square feet or less of the surface area of land for the accommodation of construction for which the Standard Building Code of the State of New Jersey would require a building permit.
(3) 
Use of land for gardening primarily for home consumption.
(4) 
Percolation tests and/or soil borings.
[1]
Editor's Note: See §§ 271-45 and 271-41, respectively.

§ 271-58 Streetlighting.

[Amended 6-20-2006 by Ord. No. 2361-06]
Streetlighting standards of a type and number approved by the approving authority and the Township Engineer shall be installed at street intersections and elsewhere if deemed necessary by the approving authority.

§ 271-59 Streets.

[Amended 6-20-2006 by Ord. No. 2361-06]
A. 
All developments shall be served by paved streets.
B. 
Residential development bounded by any major or secondary street shall control access to said streets by having all driveways intersect minor streets. Where circumstances may dictate that a driveway enter a major or secondary street as an exception, the lot shall provide on-site turnaround facilities and adjoining lots may be required to share one curb cut.
C. 
Street rights-of-way shall be measured from lot line to lot line. The continuation of an existing street shall be at the same width as the existing street unless a greater width may be required in accordance with the following schedule:
Type of Street
Right-of-Way
(feet)
Paving Width
(feet)
Major street
2-lane
66
36
4-lane
86
56
Secondary street
60
36
Tertiary and local street
50
30
D. 
Where a development adjoins or includes existing streets that do not conform to widths shown on the Master Plan, the Official Map or this chapter, additional land along both sides of said street sufficient to conform to the right-of-way requirements shall be either dedicated or anticipated in the development design by creating oversized lots in a subdivision and increased building setbacks on a site plan to accommodate the future widening. The additional widening may be offered to the Township and, if offered, shall be expressed on the plat as follows: "Street right-of-way easement granted to the Township of Maplewood." If the development is along one side only, 1/2 of the required extra width shall be anticipated.
E. 
Local streets shall be designed to discourage through traffic and shall have grades no greater than 10%. No street shall have a grade less than 0.75%. Maximum grades within 100 feet of intersections shall be 4%. The cross section of the cartway from the center line to the curbline or edge of paving shall not exceed a two-percent slope.
F. 
Four-way intersections involving local streets shall be avoided wherever possible. Intersecting street center lines shall not be less than 75° . Approaches to all intersections shall follow a straight line for at least 100 feet measured along the curb. No more than two street center lines shall meet or intersect at any one point. Intersections shall be rounded at the curbline with a curbline radius based on the street with the largest radius: major at 40 feet; secondary at 30 feet; and tertiary and local streets at 20 feet.
G. 
Sight triangles shall be provided as required in § 271-55.
H. 
Dead-end or cul-de-sac streets shall be not longer than 600 feet and shall provide a turnaround at the end with a radius of not less than 40 feet for the paved width and 50 feet for the right-of-way width, and tangent whenever possible to the right side of the road. If a cul-de-sac street is of a temporary nature, a similar turnaround shall be provided and provisions made for future extensions of the street and reversion of the excess right-of-way to the adjoining properties.
I. 
No street shall have a name which duplicates or nearly duplicates in spelling or phonetic sound the name of an existing street so as to be confused therewith. The continuation of an existing street within the Township shall have the same name. The names of new streets shall be approved by the governing body.
J. 
Streets shall be constructed in accordance with the following standards and specifications. Roadways including subgrade, subbase, base courses and pavements shall be constructed in accordance with New Jersey Department of Transportation Standard Specifications, as modified herein. All subsurface utilities, including service connections to each lot (terminating at least two feet behind any sidewalk), and all storm drains shall be installed prior to the construction of final pavement surfaces.
(1) 
The pavement design shall be the responsibility of the developer and shall be based upon traffic loading projections and field sampling and laboratory analysis of the subgrade soils along in the proposed streets. The design shall follow current recommendations of the Asphalt Institute, the Portland Cement Concrete Association or such other generally recognized standards as may be acceptable to the Township Engineer. Pavement shall be of one type throughout the development and be either bituminous concrete flexible pavement or portland cement concrete rigid pavement, except that where existing concrete roadways are being widened, the widened pavement shall be portland cement concrete and the remaining pavement in the development may be either bituminous or cement. The use of pervious paving materials is encouraged for driveways and accessways to minimize stormwater runoff and promote groundwater recharge.
(a) 
Rigid portland cement paving shall be expansion-joint-type paving utilizing Type A expansion joints (any alternate type joints shall be approved by the Township Engineer), shall be reinforced, constructed with Class B air-entrained concrete and shall have a minimum thickness of 6.5 inches.
(b) 
Flexible bituminous concrete pavements shall have an equivalent structural depth of at least 10 inches with a wearing surface of not less than two inches of compacted pavement, Type FABC-1; a compacted bituminous stabilized base course of not less than 2.5 inches; and a dense graded aggregate base course to provide the remaining depth. Bituminous stabilized base may be substituted for aggregate base on a ratio of one part stabilized base to three parts aggregate base.
(2) 
Where subbase conditions are wet, springy or of such nature that surfacing would be inadvisable without first treating the subbase, these areas shall be excavated to a depth of at least 12 inches below the proposed subgrade and filled with a suitable subbase material, such as sand, gravel or stone, as determined by the Township Engineer. Where required by the Engineer, a system of Type F underdrains shall be constructed beneath the surface of the paving and connected to a suitable drain. After the subbase material has been properly placed and compacted, the surfacing material shall be applied.
(3) 
Subbase and/or aggregate base courses.
(a) 
Bituminous concrete pavements (and stabilized bases) may be constructed on subgrade without subbase or aggregate base courses, provided that the subgrade can be satisfactorily prepared as described above. If used, graded aggregate base courses shall be at least four inches thick and be Soil Aggregate, Type 5, Class A, or Type 2, Class A or B.
(b) 
Portland cement pavements must be constructed with a minimum of six inches of a granular-type subbase Type 4, Class E. Any subbase course of aggregate base course shall have a minimum thickness of four inches.
(4) 
Bituminous base courses.
(a) 
Bituminous base courses for use with bituminous concrete pavements shall consist of plant-mixed bituminous stabilized base course (stone mix or gravel mix) except that New Jersey Department of Transportation requirements for the construction of the base course shall be amended to allow the laying of the base course with a single lift maximum thickness not exceeding four inches.
(b) 
Prior to placement of any bituminous base course, the finished surface of any underlying subbase or aggregate base shall receive a prime coat.
(5) 
Bituminous pavements. Bituminous pavements shall consist of a bituminous concrete surface course Type FABC-1. The bituminous pavement wearing surface shall generally not be installed until just prior to the time the streets are prepared for final acceptance. Prior to the installation of a bituminous concrete surface, the bituminous base course shall be inspected by the Township Engineer. Any areas of the base course in need of repair shall be removed and replaced at the discretion of the Township Engineer. If the Township Engineer directs, a leveling course of FABC material shall be placed on any uneven or below grade base courses prior to the placement of finished pavement. Pavement surfaces shall be placed only with permission of the Township Engineer.
(6) 
Alternate pavement types. If alternate pavement types are proposed either for decorative purposes, physical restrictions, existing conditions or shortages in certain construction materials, a detail of the type and/or location of alternate pavement types shall be submitted for approval. Approval shall be based upon the equipment, materials and methods proposed for use and the Township Engineer's inspection, testing and approval of a section of such pavement. If the Township Engineer does not approve the sample section of pavement, the developer shall replace it with permitted pavement.

§ 271-60 Street signs.

Street signs shall be of a type, design and material approved by the governing body. There shall be at least two street signs furnished at each four-way intersection and one street sign at each T-intersection. All signs shall be installed free of visual obstruction.

§ 271-61 Swimming pools.

Residential pools shall be installed only on lots containing a residence. All swimming pools shall be installed in accordance with the following standards. Approval of a swimming pool can be issued by the Construction Official, provided that no variances are required.
A. 
Construction. All materials used in the construction of swimming pools shall be of durable quality and waterproof, and the pool shall be so designed as to facilitate its filling, emptying, cleaning, disinfecting, filtering and circulating of the water. Pools are to be installed in a workmanship-like manner by competent and experienced person(s). Maximum pool height shall not be more than four feet above the existing median grade at the pool perimeter. Pool equipment for aboveground pools such as decks, platforms, diving boards, slides, awnings, canopies and similar appurtenances are prohibited. Pool ladders (handrails) may exceed four feet, but ladders are to be unfastened and removed by a responsible person when the pool is unattended.
B. 
Lighting. No artificial lighting shall be maintained or operated in connection with a swimming pool in such a manner as to be a nuisance or an annoyance to neighboring properties.
C. 
Fences and shrubbery. Swimming pools shall be enclosed by a structurally adequate fence a minimum of four feet in height and a maximum of six feet in height and at least four feet back from the pool's edge, so constructed as to prevent any person or animal from gaining access beneath or through or by ease of climbing said fence, and which shall have a similarly substantial gate or gates of the same height as the fence, with facilities for locking when the pool is unattended. Swimming pool gates shall be closed at all times, except when opened for the purpose of ingress or egress, and shall be fitted with a mechanism for automatically returning to a closed, latched position. When the swimming pool is not in use, gates shall be locked and shall be opened only by key or combination. Shrubbery such as thick foliage evergreen having year-round growth and of a type that, within three years from the date of planting, will form a screen of not less than the height of the fence for private pools and not less than six feet for public pools bordering residential zones. Shrubbery shall be planted along the outer periphery of the fence, except at gates, to screen the fence as well as the swimming pool.
[Amended 1-19-1988 by Ord. No. 1738; 10-18-1988 by Ord. No. 1765]
D. 
Location and area. The swimming pool shall not be closer than 10 feet to any side or rear lot lines of the property; provided, however, that no part of any pool shall be constructed within the front yard. Pools shall be constructed in rear yards only, and the water surface shall not exceed 50% of the total area of the rear yard. In the case of corner lots, the pool shall be located in a side yard area set back a minimum of 1.5 times the required front yard setback for the zoning district in which it is located, screened from view from the street, and its water surface shall not exceed 15% of the total area of the lot.
E. 
Lifeguard service. All public swimming pools shall provide competent lifeguard service during hours when the pool is in use.
F. 
Noise limitations. It shall be the responsibility of the owners of pools to inhibit any unnecessary or unusual noise which may annoy, disturb or otherwise impose or intrude on the comfort, repose, health, peace or safety of others.
G. 
Draining of pool. When emptying a pool, the discharged water shall be disposed of in an approved manner and shall not be diverted to abutting properties.
H. 
Licenses and inspections. A license fee in addition to a permit fee shall be required upon approval of an application for a swimming pool. The license fee shall also be payable periodically every three years thereafter upon the inspection and approval of the pool by the Building Department. Inspections made initially during construction or thereafter that reveal violations of this section or of the current BOCA National Building Code Subcode will necessitate discontinuance of use and removal of the pool.

§ 271-62 Trailers.

A. 
Housing trailers may be installed on private property only in the event of fire which partially or totally destroys a residence and may be permitted to remain thereon until the main residence is made habitable, but in no event shall the trailer be permitted to remain longer than 90 days.
B. 
The property owner shall apply to the Construction Official for a certificate of use and shall not install the trailer until the Construction Official issues said certificate.
C. 
The trailer shall be placed to the rear of the property and shall not be located within six feet of any structure located on adjacent property and shall be so placed to permit full and complete access to the front and sides of the building under repair.
D. 
All trailers shall be inspected regularly for habitability under the standards set forth in Chapter 149, Housing, of the Code of the Township of Maplewood.
E. 
A trailer may also be used for a temporary construction office located on a construction site. Prior to its use for a temporary purpose, a temporary permit must be obtained from the Construction Official.

§ 271-63 Yards.

[Amended 6-20-2006 by Ord. No. 2361-06]
No open space providing front, side or rear yard space for one building shall be considered as providing the yard provisions of another. A lot with frontage on two or more streets, including corner lots, shall have the building set back from each street not less than the required front yard.

§ 271-63.1 Preservation of natural features.

[Added 6-20-2006 by Ord. No. 2361-06]
All site plans and subdivisions shall, when feasible, preserve natural features, such as trees, forests, brooks, swamps, hilltops, and viewsheds. Sufficient existing trees and vegetation shall be maintained to enhance soil stability and landscape treatment of the areas.

§ 271-63.2 Off-site and off-tract improvements.

[Added 6-20-2006 by Ord. No. 2361-06]
Any off-site improvements associated with a site plan and subdivision shall conform to the stormwater management and drainage standards listed in this chapter.