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Township of Springfield, NJ
Burlington County
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Table of Contents
Table of Contents
The purpose of this chapter shall be to provide rules, regulations and standards to guide land subdivision in the Township of Springfield in order to promote the public health, safety, convenience and general welfare of the Township. It shall be administered to ensure the orderly growth and development, the conservation, protection and proper use of land and adequate provisions for circulation, utilities and services.
The provisions of this chapter shall be administered by the Planning Board, and in appropriate cases, the Zoning Board of Adjustment in accordance with the Municipal Land Use Law of 1975, as amended.[1]
[1]
Editor's Note: See N.J.S.A. 40:55D-1 et seq.
For the purpose of this chapter, the terns used herein are defined as follows:
ADMINISTRATIVE OFFICER
The Secretary of the Planning Board or the Zoning Board of Adjustment, as the case may be.
ADT (AVERAGE DAILY TRAFFIC)
The average number of cars per day that pass over a given point.
AISLE
The traveled way by which cars enter and depart parking spaces.
ALLEY
A public or private street primarily designed to serve as secondary access to the side or rear of those properties whose principal frontage is on some other street.
APPLICATION FOR DEVELOPMENT
The application form and all accompanying documents required by ordinance for approval of a subdivision plat or site plan.
APPROVING AUTHORITY
The Planning Board of the Township of Springfield, unless a different agency is designated by ordinance when acting pursuant to the authority of the Municipal Land Use Law.
ASCE
The American Society of Civil Engineers.
ASTM
The American Society for Testing Materials, Philadelphia.
BARRIER CURB
A steep-faced curb intended to prevent encroachments.
BELGIAN BLOCK CURB
A type of paving stone generally cut in a truncated, pyramidal shape, laid with the base of the pyramid down.
BOARD OF ADJUSTMENT
The Zoning Board of Adjustment established pursuant to N.J.S.A. 40:55D-69.
CAPITAL IMPROVEMENT PROGRAM
A proposed schedule of all future projects listed in order of construction priority, together with cost estimates and the anticipated means of financing each project.
CARTWAY
The actual road surface area from curbline to curbline, which may include travel lanes, parking lanes and deceleration and acceleration lanes. Where there are no curbs, the cartway is that portion between the edges of the paved, or hard surface, width.
CENTER LINE OFFSET OF ADJACENT INTERSECTIONS
The gap between the center line of roads adjoining a common road from opposite or same sides.
CHANNEL
The bed and banks of a natural stream which convey the constant or intermittent flow of the stream.
CHANNELIZATION
The straightening and deepening of channels and/or the surfacing thereof to permit water to move rapidly and/or directly.
COMMON OPEN SPACE
An open space area within or related to a site designated as a development, and designed and intended for the use or enjoyment of residents and owners of the development. Common space may contain such complementary structures and improvements as are necessary and appropriate for the use or enjoyment of residents and owners of the development.
CUL-DE-SAC
A local street with only one outlet and having the other end for the reversal of traffic movement.
CULVERT
A structure designed to convey a watercourse not incorporated in a closed drainage system under a road or pedestrian walk.
CURB
A vertical or sloping edge of a roadway. See also “belgian block curb,” “barrier curb,” “mountable curb.”
DAYS
Calendar days.
DEDICATION
An act conveying property or an interest thereto.
DESIGN FLOOD
The relative size or magnitude of a major flood of reasonable expectancy, which reflects both flood experience and flood potential and is the basis of the delineation of the floodway, the flood hazard area and the water surface elevations.
DETENTION BASIN
A man-made or natural water collector facility designed to collect surface and subsurface water in order to impede its flow and to release the same gradually, at a rate not greater than that prior to the development of the property, into natural or man-made outlets.
DEVELOPER
The legal or beneficial owner or owners of a lot or of any land proposed to be included in a proposed development, including the holder of an option or contract to purchase, or any other person having enforceable proprietary interest in such land.
DEVELOPMENT
The division of a parcel of land into two or more parcels; the construction, reconstruction, conversion, structural alteration, relocation or enlargement of any building or other structure, or of any mining excavation or landfill; and any use or change in the use of any building or other structure, land or extension of use of land.
DEVELOPMENT REGULATION
A zoning ordinance, subdivision ordinance, site plan ordinance, official map ordinance or other Township regulation of the use or development of land, adopted pursuant to the Municipal Land Use Law.
DRAINAGE
The removal of surface water or groundwater from land by drains, grading or other means. This includes control of runoff during and after construction or development to minimize erosion and sedimentation to assure the adequacy of existing and proposed culverts and bridges, to induce water recharge into the ground where practical, to lessen nonpoint pollution, to maintain the integrity of stream channels for their biological functions as well as for drainage and the means necessary for water supply preservation or prevention or alleviation of flooding.
DRAINAGE FACILITY
A component of the drainage system.
DRAINAGE SYSTEM
The system through which water flows from the land, including all watercourses, water bodies and wetlands.
DRIVEWAY
A paved or unpaved area used for ingress or egress of vehicles, and allowing access from a street to a building or other structure or facility.
EASEMENT
A right-of-way granted, but not dedicated, for limited use of private land for a public or quasi-public purpose and within which the owner of the property shall not erect any permanent structures.
ENVIRONMENTAL CONSTRAINTS
Features, natural resources or land characteristics that are sensitive to improvements and may require conservation measures, the application of creative development techniques to prevent degradation of the environment, limited development or in certain instances may preclude development.
EROSION
The detachment and movement of soil or rock fragments by water, wind, ice and gravity.
ESCROW
A deed, bond, money or a piece of property delivered to a third person to be delivered by him/her to the grantee only upon fulfillment of a condition.
EXEMPT SUBDIVISION
See “subdivision.”
FENCE
An artificially constructed barrier of wood, masonry, stone, wire, metal or any other manufactured material or combination of materials.
FINAL APPROVAL
The official action of the Planning Board taken on a preliminary approved major subdivision or site plan after all conditions, engineering plans and other requirements have been completed or fulfilled and the required improvements have been installed or guarantees properly posted for their completion, or approval conditioned upon the posting of such guarantees.
FINAL PLAT
The final map of all or a portion of a subdivision which is presented to the approving agency for final approval in accordance with these regulations, as well as the New Jersey Map Filing Law, and which, if approved, shall be filed with the proper County Recording Officer.
FRONTAGE
See “lot frontage.”
GENERAL DEVELOPMENT PLAN
A plan outlining general, rather than detailed, development intentions. It describes the basic parameters of a major development proposal rather than giving full engineering details. As such, it allows general intentions to be proposed and discussed without the extensive costs involved in submitting a detailed proposal.
GRADE
The slope of a street or other public way specified in percentage terms.
GUTTER
A shallow channel, usually set along a curb or the pavement edge of a road, for purposes of catching and carrying off runoff water.
HISTORIC DISTRICT
One or more historic site and intervening or surrounding property significantly affecting or affected by the quality and character of the historic site or sites.
HISTORIC SITE
Any real property, man-made structure, natural object or configuration, or any portion or group of the foregoing, which has been formally designated in the Master Plan as being of historical, archaeological, cultural, scenic or architectural significance.
IMPERVIOUS SURFACE
A surface that has been compacted or covered with a layer of material so that it is highly resistant to infiltration by water.
IMPOUNDMENT
A body of water, such as a pond, confined by a dam, dike, floodgate or other barrier.
IMPROVED PUBLIC STREET
For subdivision purposes or site plan, any street which complies in width and construction with Township standards.
IMPROVEMENT
Any man-made, immovable item which becomes part of, placed upon or is affixed to real estate.
INDIVIDUAL SEWAGE DISPOSAL SYSTEM
A septic tank, seepage tile sewage disposal system or any other approved sewage treatment device serving a single unit.
ISLAND
In street design, a raised area usually curbed, placed to guide traffic, separate lanes or used for landscaping, signing or lighting.
ITE
The Institute of Transportation Engineers.
LAND
Real property, including improvements and fixtures on, above or below the surface.
LOT
A designated parcel, tract or area of land established by a plat or otherwise as permitted by law and to be used, developed or built upon as a unit.
LOT AREA
The size of a lot measured within the lot lines and expressed in terms of acres or square feet.
LOT FRONTAGE
That portion of a lot extending along a street line.
MAINTENANCE BOND
Any security that is acceptable to the Township Council to assure the maintenance of approved installations by developers.
MAINTENANCE GUARANTEE
Any security, other than cash, that may be accepted by the Township for the maintenance of any required improvements.
MAJOR SITE PLAN
Any site plan not classified as a minor site plan.
MAJOR SUBDIVISION
Any subdivision not classified as a minor subdivision.
MANHOLE
An inspection chamber whose dimensions allow easy entry and exit and working room for a person inside.
MANNING EQUATION
A method for calculating the hydraulic capacity of a conduit to convey water.
MARGINAL ACCESS STREET
A service street that runs parallel to a higher-order street which, for purposes of safety, provides access to abutting properties and separation from through traffic. It may be designed as a residential access street or subcollector as anticipated daily traffic dictates.
MASTER PLAN
A composite of one or more written or graphic proposals for the development of the Township as set forth and adopted by the Planning Board pursuant to N.J.S.A. 40:55D-28.
MINOR SITE PLAN
A site plan which consists of minor additions, modifications, renovations or changes in use which do not entail a change in the drainage system, an impact on any county facility or the addition of off-street parking pursuant to the provisions of Chapter 215, Zoning, and is in accordance with the definition of minor site plan set forth in N.J.S.A. 40:55D-5.
MINOR SUBDIVISION
Any subdivision containing not more than two new lots and a remainder, with all lots fronting on an existing improved street, not involving a planned development or a new street or road or the extension of Township facilities, not adversely affecting the development of the remainder of the parcel or adjoining property and not in conflict with any provision or portion of the Master Plan, Official Map, Chapter 215, Zoning, or this chapter. If a parcel or tract of land has been granted a minor subdivision approval, it may not be further subdivided as a minor subdivision for a period of two years from the date of the previous minor subdivision approval.
OFFICIAL MAP
A map adopted by ordinance pursuant to N.J.S.A. 40:55D-32 et seq. Such map shall be deemed to be conclusive with respect to the location and width of the streets, public parks and playgrounds and public drainageways shown thereon.
OFF-SITE
Located outside the lot lines of the lot in question but within the property, of which the lot is a part, which is the subject of a development application, or within a contiguous portion of a street or right-of-way.
OFF-STREET PARKING SPACE
A temporary storage area for a motor vehicle that is directly accessible to an access aisle, and that is not located on a dedicated street right-of-way.
OFF-TRACT
Not located on the property which is the subject of a development application nor on a contiguous portion of a street or right-of-way.
ON-SITE
Located on the lot in question.
ON-STREET PARKING SPACE
A temporary storage area for a motor vehicle which is located on a dedicated street right-of-way.
ON-TRACT
Located on the property which is the subject of a development application or on a contiguous portion of a street or right-of-way.
OPEN SPACE
Any parcel or area of land or water essentially unimproved and set aside, dedicated, designated or reserved for public or private use or enjoyment or for the use and enjoyment of owners and occupants of land adjoining or neighboring such open space; provided that such areas may be improved with only those buildings, structures, streets and off-street parking and other improvements that are designed to be incidental to the natural openness of the land.
PARKING LANE
A lane usually set on the sides of streets, designed to provide on-street parking for vehicular traffic.
PARKING SPACE
An area provided for the parking of a motor vehicle.
PAVEMENT
See “cartway.”
PERC TEST (PERCOLATION TEST)
A test designed to determine the ability of ground to absorb water, and used in determining the suitability of a soil for drainage or for the use of a septic system.
PERFORMANCE GUARANTEE
Any security, including cash, which may be accepted by the Township to ensure installation of required subdivision and/or site plan improvements; provided that the Township shall not require more than 10% of the total performance guarantee in cash.
PERVIOUS SURFACE
Any material that permits full or partial absorption of stormwater into previously unimproved land.
PLANNED DEVELOPMENT
Planned unit development, planned unit residential development, residential cluster, planned commercial development or planned industrial development.
PLANNED DEVELOPMENT OVERLAY DISTRICT (PDOD)
The planned development overlay districts as shown on the Zoning Map, as amended; where planned unit residential development and residential clusters are permitted and where the clustering of development between noncontiguous parcels is authorized.
[Added 3-8-2006 by Ord. No. 2006-7]
PLANNED UNIT DEVELOPMENT
An area with a specified minimum contiguous acreage of 10 acres or more, to be developed as a single entity according to a plan, containing one or more residential clusters or planned unit residential developments and one or more public, quasi-public, commercial or industrial areas, in such ranges of ratios of nonresidential uses to residential uses as shall be specified in the Chapter 215, Zoning.
PLANNED UNIT RESIDENTIAL DEVELOPMENT
A form of planned development to be developed as a single entity according to a plan containing one or more residential clusters, which may include public or quasi-public uses.
[Amended 3-8-2006 by Ord. No. 2006-7]
PLANNING BOARD
The Township Planning Board established pursuant to N.J.S.A. 40:55D-23.
PLAT
A map or maps of a subdivision or site plan.
POTABLE WATER SUPPLY
Water suitable for drinking or cooking purposes.
PRELIMINARY APPROVAL
The conferral of certain rights pursuant to N.J.S.A. 40:55D-46, 40:55D-48 and 40:55D-49 prior to final approval after specific elements of a development plan have been agreed upon by the Planning Board and the applicant.
PRELIMINARY FLOOR PLANS AND ELEVATIONS
Architectural drawings prepared during early and introductory stages of the design of a project illustrating in a schematic form its scope, scale and relationship to its site and immediate environs.
PRELIMINARY PLAT
The preliminary map indicating the proposed layout of the subdivision which is submitted to the Planning Board for preliminary approval and meeting the requirements of this chapter.
PUBLIC DRAINAGEWAY
The lands reserved or dedicated for the installation of stormwater sewers or drainage ditches, or required along a natural stream or watercourse for preserving the biological as well as drainage function of the channel and providing for the flow of water to safeguard the public against flood damage, sedimentation and erosion, to assure the adequacy of existing and proposed culverts and bridges, to induce water recharge into the ground, where practical, and to lessen nonpoint pollution.
PUBLIC OPEN SPACE
An open space area conveyed or otherwise dedicated to the Township, Township agency, Board of Education, state or county agency or other public body for recreational or conservational uses.
PUD
See “planned unit development.”
RATIONAL METHOD
A method of runoff calculation.
RESIDENTIAL ACCESS STREET
The lowest order of residential street. Provides frontage for access to private lots, and carries traffic having destination or origin on the street itself. Designed to carry traffic at slowest speed. Traffic volume should not exceed 250 ADT at any point of traffic concentration. The maximum number of housing units should front on this class of street. See also “street hierarchy.”
RESIDENTIAL CLUSTER
A form of planned residential development to be developed as a single entity according to a plan and containing residential housing units that have a private or public open space area as an appurtenance.
[Added 3-8-2006 by Ord. No. 2006-7]
RESIDENTIAL COLLECTOR STREET
The highest order of residential street. Conducts and distributes traffic between lower-order residential streets and higher-order streets, arterials and expressways. Since its function is to promote free traffic flow, access to homes and parking should be prohibited. Collector streets should be designed to prevent use as shortcuts by nonneighborhood traffic. Total traffic volume should not exceed 3,000 ADT. See also “street hierarchy.”
RESIDENTIAL DENSITY
The number of dwelling units per gross acre of residential land area, including streets, easements and open space portions of a development.
RESIDENTIAL SITE IMPROVEMENT STANDARDS (RSIS)
The New Jersey Residential Site Improvement Standards, as amended.
[Added 3-8-2006 by Ord. No. 2006-7]
RESIDENTIAL SUBCOLLECTOR STREETS
Middle order of residential streets. Provides frontage for access to lots and carries traffic to and from adjoining residential access streets. Traffic should have origin or destination in the immediate neighborhood. Traffic volume should not exceed 500 ADT at any point of traffic concentration. See also “street hierarchy.”
RESUBDIVISION
A. 
The further division or relocation of lot lines of any lot or lots within a subdivision previously made and approved or recorded according to law; or
B. 
The alternation of any streets or the establishment of any new streets within any subdivision previously made and approved or recorded according to law, but does not include conveyances so as to combine existing lots by deed or other instruments.
RETAINING WALL
A structure erected between lands of different elevation to protect structures and/or to prevent the washing down or erosion of earth from the upper slope level.
RETENTION BASIN
A pond, pool or basin used for the permanent storage of water runoff.
RIGHT-OF-WAY
A strip of land occupied or intended to be occupied by a street, crosswalk, railroad, road, electric transmission line, gas pipeline, water main, sanitary or storm sewer main, shade trees or for another special use.
RURAL PLANNING DISTRICTS
Five delineated areas of the municipality identified by differing characteristics such as preserved farmland, environmental constraints, transportation routes and/or historic settlement patterns that give each area a distinct identifiable character and which separate the municipality into traditionally accepted communities.
[Added 3-8-2006 by Ord. No. 2006-7]
SCS
The Soil Conservation Service.
SEDIMENTATION
The deposit of soil that has been transported from its site of origin by water, ice, wind, gravity or other natural means as a product of erosion.
SEPTIC SYSTEM
An underground system with a septic tank used for the decomposition of domestic wastes.
SEPTIC TANK
A watertight receptacle that receives the discharge of sewage.
SETBACK
The distance between the street right-of-way line and the front line of a building, or any projection thereof, excluding uncovered steps.
SHOULDER
The graded part of the right-of-way that lies between the edge of the main pavement (main traveled way) and the curbline.
SIDEWALK
A paved path provided for pedestrian use and usually located at the side of a road within the right-of-way.
SIGHT TRIANGLE
A triangular shaped portion of land established at street intersections in which nothing is erected, placed, planted or allowed to grow in such a manner as to limit or obstruct the sight distance of motorists entering or leaving the intersection.
SITE PLAN
A development plan of one or more lots of which is shown:
A. 
The existing or proposed conditions of the lot, including, but not necessarily limited to, the topography, vegetation, drainage, floodplains, marshes and waterways.
B. 
The location of all existing and proposed buildings, drives, parking spaces, walkways, means of ingress and egress, drainage facilities, utility services, landscaping, structures and signs, lighting and screening devices.
C. 
Any other information that may reasonably be required in order to make an informed determination pursuant to Chapter 164, Site Plan Review, review and approval of site plans by the Planning Board, adopted pursuant to N.J.S.A. 40:55D-12.
SKETCH PLAT
The sketch map of a subdivision of sufficient accuracy to be used for the purpose of discussion and classification and meeting the requirements of § 185-18.
STORM SEWER
Any pipe conduit used to collect and carry away stormwater runoff from the generating source to detention/retention facilities or receiving streams.
STORMWATER DETENTION
A provision for storage of stormwater runoff and the controlled release of such runoff during and after a flood or storm.
STORMWATER RETENTION
A provision for storage of stormwater runoff.
STREET
A. 
Any street, avenue, boulevard, road, land, parkway, viaduct, drive or other way:
(1) 
Which is an existing state, county or municipal roadway; or
(2) 
Which is shown upon a plat heretofore approved pursuant to law; or
(3) 
Which is approved by official action; or
(4) 
Which is shown on a plat duly filed and recorded in the office of the County Recording Officer prior to the appointment of a Planning Board and the grant to such Board of the power to review plats; and
B. 
Includes the land between the street lines, whether improved or unimproved, and may comprise pavement, shoulders, gutters, curbs, sidewalks, parking areas and other areas within the street lines. For the purpose of this chapter, streets shall be classified as follows:
(1) 
ARTERIAL STREETSThose which are used primarily for fast or heavy traffic.
(2) 
COLLECTOR STREETSThose which carry traffic from minor streets to the major system of arterial streets, including the principal entrance streets of a residential development and streets for circulation within such a development.
(3) 
MINOR STREETSThose which are used primarily for access to the abutting properties.
(4) 
MARGINAL ACCESS STREETSStreets which are parallel to and adjacent to arterial streets and highways and which provide access to abutting properties and protection from traffic.
(5) 
ALLEYSMinor ways which are used primarily for vehicular service access to the back or side of properties otherwise abutting a street.
STREET HIERARCHY
The conceptual arrangement of streets based upon function. A hierarchical approach to street design classifies streets according to function, from high traffic arterial roads down to streets whose function is residential access. Systematizing street design into a road hierarchy promotes safety, efficient land use and residential quality.
STREET, LOOP
A street that has its only ingress and egress at two points on the same subcollector or collector street.
STUB STREET
A portion of a street for which an extension has been proposed and approved. May be permitted when development is phased over a period of time, but only if the street in its entirety has been approved in the preliminary plan.
SUBDIVISION
A. 
The division of a lot, tract or parcel of land into two or more lots, tracts, parcels or other divisions of land for sale or development. The following shall not be considered subdivisions if no new streets are created:
(1) 
Divisions of land found by the Planning Board to be for agricultural purposes where all resulting parcels are five acres or larger in size.
(2) 
Divisions of property by testamentary or intestate provisions.
(3) 
Divisions of property upon court order, including, but not limited to, judgments of foreclosure.
(4) 
Consolidation of existing lots by deed or other recorded instrument.
(5) 
The conveyance of one or more adjoining lots, tracts or parcels of land, owned by the same person or persons and all of which are found and certified by the administrative officer to conform to the requirements of the Township development regulations and are shown and designated as separate lots, tracts or parcels on the Tax Map.
B. 
The term “subdivision” shall also include the term “resubdivision.”
SUBGRADE
The natural ground lying beneath a road.
TRIP
A single or one-way vehicle movement to or from a property or study area. Trips can be added together to calculate the total number of vehicles expected to enter and leave a specific land use or site over a designated period of time.
ULI
The Urban Land Institute.
USCGS (Also USC&G and USC&GS)
The United States Coast and Geodetic Survey.
VARIANCE
Permission to depart from the literal requirements of the zoning ordinance, pursuant to Subsection b of N.J.S.A. 40:55D-40 and Subsections c and d of N.J.S.A. 40:55D-70.
A. 
County approval required. Each application for subdivision approval shall be submitted by the applicant to the Burlington County Planning Board, pursuant to N.J.S.A. 40:27-6.3, for review or approval. The Planning Board shall condition any approval that it grants upon timely receipt of a favorable report on the application by the Burlington County Planning Board or approval by such Board by its failure to report thereon within the required time period.
B. 
Power to grant waivers. The Planning Board, when acting upon an application for preliminary or minor subdivision approval, shall have the power to grant such exceptions from the procedural requirements and/or design standards established in this chapter for subdivision approval as may be reasonable and within the general purpose and intent of the provisions for subdivision review and approval, if the literal enforcement of one or more of the provisions of this chapter is impracticable or will exact undue hardship because of peculiar conditions pertaining to the land in question.
C. 
Standards for consideration of subdivision applications. The Planning Board shall consider applications for subdivision approval if the detailed drawings, specifications and estimates of the application for subdivision approval conform to the standards established herein:
(1) 
The details of the subdivision application are in accordance with the standards of Chapter 215, Zoning, and any and all other ordinances of the Township which may be in existence at the time of the application, and in harmony with the officially adopted comprehensive Master Plan of the Township which may hereafter be adopted.
(2) 
The application complies with the requirements of N.J.S.A. 40:55D-38.
(3) 
There are provisions, if required, for off-tract water, sewer, drainage and street improvements which are necessitated by the subdivision application, with any contributions for the cost of same to be computed in accordance with N.J.S.A. 40:55D-42 and § 185-24.
(4) 
In the event there is a development which proposes construction over a period of years, provisions ensuring the protection of the interest of the public and the residents, occupants and owners of the proposed development in the total completion of the development.
D. 
Costs, fees and escrows.
(1) 
In order to defray administrative costs, as well as the cost of professional reviews, the developer shall submit with each subdivision application fees and escrow deposits as set forth in Chapter 91, Fees, § 91-10.
(2) 
An applicant for a subdivision, including an applicant for an agricultural subdivision, shall be responsible for the payment of all costs associated with the revisions to the Township Tax Maps in regard to such subdivision. The applicant, upon receiving final subdivision approval, including agricultural subdivision approval, shall post with the Township an amount equal to the estimated cost of revising the Township Tax Maps to conform to the subdivision approval for the applicant's project. The Township Engineer shall provide the estimated cost for revising the Tax Maps to the applicant. The applicant shall post such estimated cost with the Township prior to the issuance of any building permit for the subject subdivision, or, in the case of an agricultural subdivision, before approval by the Township for a subdivision map.
(a) 
The estimated cost paid by the applicant shall be held in an escrow account, in accordance with the provisions of Subsection D(3), below. That portion of the estimated cost which remains unused after the Tax Maps have been revised shall be returned to the applicant.
(b) 
The applicant shall be responsible for payment of any legal or engineering fees incurred in regard to the revision of the Tax Maps and shall be responsible for any costs so incurred which are in excess of the estimated cost which was paid by the applicant and is held in escrow by the Township.
(3) 
Whenever the escrows paid under this subsection, § 185-8 and Chapter 91, Fees, § 91-10 shall exceed $5,000, it shall be deposited in a banking institution or savings and loan association in this state, insured by an agency of the federal government, or in any other fund or depository approved for such deposits by the State of New Jersey, in an account bearing interest at the minimum rate currently paid by the institution or depository on time or savings deposits. The Treasurer shall notify the applicant, in writing, of the name and address of the institution or depository in which the deposit is made and the amount of the deposit. If the amount of interest earned on the deposit exceeds $100, that entire amount shall belong to the applicant and shall be refunded to him/her by the Township on an annual basis, or at the time the deposit is repaid or applied for the purpose it was deposited, provided, however, that the Township may retain for administrative expenses a sum equivalent to no more that 33 1/3% of the entire amount, which shall be in lieu of all other administrative and custodial expenses. In the event the interest paid on a deposit for a year does not exceed $100, it shall be retained by the Township.
A. 
Public hearing; waiver. The Planning Board may waive notice and public hearing of an application for a minor subdivision, provided that the Board finds that the application conforms to the definition of “minor subdivision” as defined in N.J.S.A. 40:55D-5 and § 185-3.
B. 
Final approval. Minor subdivision approval shall be deemed to be final approval of the subdivision by the Board, provided that the Board may condition such final approval on terms ensuring compliance with the standards set forth in this chapter and may further condition any such approval upon any guarantees and/or off-tract contributions which are to be computed and made in accordance with this chapter, including § 185-24.
C. 
Time periods.
(1) 
Time for Planning Board to act. Minor subdivision approval shall be granted or denied within 45 days of the date of submission of a complete application to the administrative officer or within such further time as may be consented to by the applicant. Failure of the Planning Board to act within the period prescribed shall constitute minor subdivision approval, and a certificate of the administrative officer as to the failure of the Planning Board to act shall be issued on request of the applicant. Such certificate shall be sufficient in lieu of the written endorsement or other evidence of approval herein required, and shall be so accepted by the Burlington County Recording Officer for purposes of filing subdivision plats.
(2) 
Expiration of approval. Approval of a minor subdivision shall expire 190 days from the date of Township approval, unless within such period a plat in conformity with such approval and the provisions of the Map Filing Law, N.J.S.A. 46:23-9.9 et seq., or a deed clearly describing the approved minor subdivision is filed by the developer with the County Recording Officer, the Township Engineer and the Township Tax Assessor, provided that any such plat or deed accepted for such filing shall have been signed by the Chairperson and Secretary of the Planning Board. The Planning Board, in its discretion, may accept a plat not in conformity with the Map Filing Law, provided that if the developer chooses to file the minor subdivision as provided herein by plat rather than deed, such plat shall conform with the provisions of this Act.
(3) 
Term of approval. The zoning requirements and their general terms and conditions, whether conditioned or otherwise, upon which minor subdivision approval was granted shall not be changed for a period of two years after the date of minor subdivision approval, provided that the approved minor subdivision shall have been duly recorded as provided by law.
D. 
Minor subdivision by plat. The minor subdivision plat, if submitted, shall be based on an actual survey of the tract(s) to be subdivided or resubdivided as well as the remainder parcel, and shall show the following information and meet the following requirements:
(1) 
The plat shall be clearly and legibly drawn and in conformance with all requirements of New Jersey Map Filing Law, as amended.
(2) 
A graphic scale not less than one inch equals 100 feet.
(3) 
Be based on an actual survey prepared by a land surveyor licensed by the State of New Jersey.
(4) 
Be on standard sheet sizes of 15 inches by 21 inches, 24 inches by 36 inches or 30 inches by 42 inches.
(5) 
Existing and proposed lot lines, with bearings and dimensions.
(6) 
Existing lot lines to be eliminated.
(7) 
Area of original tract to the nearest square foot.
(8) 
Area of each proposed lot to the nearest square foot.
(9) 
All existing structures and uses.
(10) 
Shortest distance between any existing building and a proposed or existing lot line.
(11) 
All streams, lakes and drainage rights-of-way within the limits of the tracts being subdivided and within 200 feet thereof, including the location and dimensions of all drainage.
(12) 
Existing and proposed rights-of-way and easements with and adjoining the tract with dimensions, existing driveways, street names and the purpose for any easement. Sight triangles shall be shown. Copies of deed restrictions must be submitted to the Planning Board.
(13) 
The name of the owner of the tract to be subdivided and of all adjoining tracts within 200 feet as disclosed by the most recent tax records.
(14) 
The Tax Map sheet, block and lot number for the tract and all adjacent lots; title; graphic scale; written scale; North arrow; the date of the original drawing and the date and substance of each revision.
(15) 
The zoning district(s) in which the subject tract lie(s) and the zoning district(s) in which all immediately adjacent properties lie.
(16) 
The plat must show all front, side and rear yard setback lines on all proposed and existing lots within the proposed tract, conforming to the applicable current zoning ordinance.
(17) 
A key with a North arrow showing the entire development and its relation to surrounding areas at a scale not less than one inch equals 2,000 feet.
(18) 
If the application is or includes a resubdivision, it shall be so noted on the title block.
(19) 
If the applicant is a contract purchaser of the subject tract, it shall be so noted on the plat, and the approval of the record owner of the tract shall be provided by a certification on the plat duly executed and notarized.
(20) 
The distance in feet to the nearest intersection.
(21) 
The right-of-way width, pavement width and type, and the name of the street(s) on which the subject tract and all proposed lots front.
(22) 
Appropriate signature blocks for approving signatures of the Planning Board Chairperson, Secretary (coordinator) and engineer must be provided.
(23) 
All monuments as required by the New Jersey Map Filing Law. It must be noted whether these monuments have been set.
(24) 
All certifications as required by the New Jersey Map Filing Law.
(25) 
Result of a percolation test on each lot.
(26) 
Contain a statement of the intent of the applicant.
(27) 
Location of existing wells and septic systems.
E. 
Minor subdivision by deed. If, pursuant to the provisions of N.J.S.A. 40:55D-47, the applicant elects to file a deed rather than a subdivision plat, and the application meets all the criteria of a minor subdivision as set forth in this chapter, the application for a minor subdivision or resubdivision is subject to the same application procedures as an application by plat, including the application fee and application time period. An application for minor subdivision or resubdivision by deed must include the following items:
(1) 
A survey map of the tract to be subdivided, prepared and certified by a New Jersey licensed surveyor, and shall contain all information as required by N.J.S.A. 45:8-28 and, in addition, shall show the following information:
(a) 
All proposed new lot lines and/or lot lines to be eliminated.
(b) 
The areas of the existing tract and proposed new lots lines.
(c) 
The location of all existing structures on the subject tract and the setback distances of all structures from any existing or proposed lot line.
(d) 
All setback lines as per the current requirements of the zoning district in which the subject tract lies.
(2) 
Upon approval of the application, a deed or deeds of subdivision or resubdivision for each lot created, including any remainder. Such deed shall be in proper form and contain a metes and bounds description of the lot created. The deed must contain provisions for the approval and signatures of the Planning Board Secretary and Chairperson.
A. 
Submission of plat. The developer shall submit to the approving agency a plat in compliance with the preliminary plat detail section. However, a minor subdivision, as defined above, shall not be subject to this section.
B. 
Notice of completeness of application. In the event that the application for development is found to be incomplete, the developer shall be notified of the deficiencies thereof in writing, within 45 days of submission of such application by the administrative officer or such application shall be deemed to be complete.
C. 
Amendment. In the event that the approving agency or its engineer requires any substantial amendment in the layout of improvements proposed by the developer that have been the subject of a hearing, an amended application shall be submitted and proceeded upon, as in the case of an original application for development.
D. 
Preliminary approval. The approving agency, if the proposed development complies with N.J.S.A. 40:55D-1 et seq., shall grant preliminary approval of the development.
E. 
Incomplete data; resubmission; fee. If the application, upon review by the engineer for the approving agency, is deemed to be incomplete in the engineering information presented, the developer shall be required to make application for resubmission of the upgraded preliminary plat submission and shall be required to post the required resubmission fee as set forth in Chapter 91, Fees, § 91-10, to defray the additional review costs required.
F. 
Time for decision. Upon submission to the administrative officer of a complete application for a subdivision of 10 or fewer lots, the approving agency shall grant or deny preliminary approval within 45 days of the date of such submission, or within such further time as may be consented to by the developer. Upon the submission of a complete application for a development of more than 10 lots, the approving agency shall grant or deny preliminary approval within 95 days of the date of such submission, or within such further time as may be consented to by the developer. Otherwise, the approving agency shall be deemed to have granted preliminary approval of the development.
G. 
Effect of preliminary approval. Preliminary approval of a major subdivision pursuant to this chapter, except as provided for herein, shall confer upon the applicant the following rights for a three-year period from the date of preliminary approval:
(1) 
The general terms and conditions on which preliminary approval were granted shall not be changed, including, but not limited to, use requirements; layout and design standards for streets, curbs and sidewalks; lot size, yard dimensions; and off-tract improvements. Nothing herein shall be construed so as to prevent the Township from modifying, by ordinance, such general terms and conditions of preliminary approval as relate to public health and safety.
(2) 
The applicant may submit for final approval, on or before the expiration date of preliminary approval, the whole or a section or sections of the preliminary subdivision plat, as the case may be.
(3) 
The applicant may apply for and the approving agency may grant extensions on such preliminary approval for additional periods of at least one year but not to exceed a total extension of two years, provided that if the design standards have been revised by ordinance, such revised standards may govern in the event of an extension.
(4) 
In the case of a subdivision of an area of 50 acres or more, the approving agency may grant the rights referred to in Subsection G(1), (2) and (3) above for such period of time, longer than three years, as shall be determined by the Planning Board to be reasonable, taking into consideration the number of dwelling units and the nonresidential floor area permissible under preliminary approval, the potential number of dwelling units and the nonresidential floor area of the section or sections awaiting final approval, economic conditions and the comprehensiveness of the development, provided that if the design standards have been revised, such revised standards shall govern.
(5) 
Whenever the Planning Board grants an extension of preliminary approval pursuant to Subsection G(3) or (4) of this section and preliminary approval has expired before the date on which the extension is granted, the extension shall begin on what would otherwise be the expiration date. The developer may apply for the extension either before or after what would otherwise be the expiration date.[1]
[1]
Editor's Note: Added at time of adoption of Code (see Ch. 1, General Provisions, Art. IV).
(6) 
The Planning Board shall grant an extension of preliminary approval for a period determined by the Board but not exceeding one year from what would otherwise be the expiration date, if the developer proves to the reasonable satisfaction of the Board that the developer was barred or prevented, directly or indirectly, from proceeding with the development because of delays in obtaining legally required approvals from other governmental entities and that the developer applied promptly for and diligently pursued the required approvals. A developer shall apply for the extension before what would otherwise be the expiration date of preliminary approval, or the 91st day after the developer receives the last legally required approval from other governmental entities, whichever occurs later. An extension granted pursuant to this subsection shall not preclude the Planning Board from granting an extension pursuant to Subsection G(3) or (4) of this section.[2]
[2]
Editor's Note: Added at time of adoption of Code (see Ch. 1, General Provisions, Art. IV).
Final approval of major subdivisions shall be as follows:
A. 
Conformance to standards. The Planning Board shall grant final approval if the final plat and development plans of the application for final approval conform to the standards established by this chapter for final approval, the conditions of preliminary approval and the standards prescribed by the Map Filing Law.
B. 
Time for decision. Final approval shall be granted or denied within 45 days after submission of a complete application to the administrative officer, or within such further time as may be consented to by the applicant. Failure of the approving agency to act within the period prescribed shall constitute final approval, and a certificate of the administrative officer as to the failure of the Board to act shall be issued on request of the applicant. Such certificate shall be sufficient in lieu of written endorsement or other evidence of approval herein required, and shall be so accepted by the Burlington County Recording Officer for purposes of filing subdivision plats.
C. 
Conditioned on county approval. Whenever review or approval of the application by the Burlington County Planning Board is required by N.J.S.A. 40:27-6.3, the approving agency shall condition any approval that it grants upon timely receipt of a favorable report on the application by the Burlington County Planning Board or approval by the Burlington County Planning Board by its failure to report thereon within the required time period.
[Amended 7-14-2004 by Ord. No. 2004-13; 8-8-2018 by Ord. No. 2018-04]
A. 
Required guarantees; surety. For the purpose of assuring the installation and maintenance of bondable land development improvements, as a condition of all final site plan, subdivision, and/or zoning permit approvals, the Board and/ or Zoning Officer shall require, as appropriate, and the Township Council shall accept, in accordance with the standards adopted hereinafter:
(1) 
The furnishing of a performance guarantee in favor of the Township in an amount not to exceed 120% of the cost of the improvement, which cost shall be determined by the Township Engineer according to the method of calculation set forth in N.J.S.A. 40:55D- 53.4 for any and all bondable items as permitted therein. The Township Engineer shall prepare an itemized cost estimate of the improvements covered by the performance guarantee, which itemized cost estimate shall be appended to each performance guarantee posted by the obligor.
(2) 
The furnishing of a maintenance guarantee in favor of the Township in an amount not to exceed 15% of the cost of the improvement, which cost shall be determined by the Township Engineer according to the method of calculation set forth in N.J.S.A. 40:55D- 53.4 for any and all bondable items as permitted therein.
(3) 
The furnishing of a temporary certificate of occupancy guarantee in the amount of 120% of the cost of installing the remaining improvements required to be completed before the issuance of a permanent certificate of occupancy. The scope and amount of such a guarantee will be determined by the Township Engineer.
(4) 
The furnishing of a safety and stabilization guarantee to return the property to a safe and stable condition or to otherwise implement measures to protect the public from access to an unsafe or unstable condition. The amount of such a guarantee shall be $5,000 where the overall bonded improvements are $100,000 or less. Where the overall bonded improvements are $100,000 or more, then the Township Engineer shall calculate the bond amount in accord with the following: $5,000 for the first $100,000 of bonded improvement costs, plus 2.5% of bonded improvement costs in excess of $100,000 up to $1,000,000, plus 1% of bonded improvement costs in excess of $1,000,000.
B. 
Other governmental agencies. In the event that other governmental agencies or public utilities will automatically own the utilities to be installed or the improvements are covered by a performance or maintenance guarantee to another governmental agency, no performance or maintenance guarantee, as the case may be, shall be required by the Township for such utilities or improvements.
C. 
Failure to perform; municipal completion. If the required improvements are not completed or corrected in accordance with the performance guarantee, the obligor and surety, if any, shall be liable thereon to the Township for the reasonable cost of the improvements not completed or corrected, and the Township may either prior to or after the receipt of the proceeds thereof complete such improvements. Such completion or correction of improvements shall be subject to the public bidding requirements of the Local Public Contracts Law, N.J.S.A. 40A:11-1 et seq.
D. 
Conformance with municipal standards. All improvements shall be in accordance with the design standards of the Township Code or as authorized by a design exception granted by the reviewing board and shall be subject to inspection and approval by the Township Engineer. The Township Engineer shall be notified 24 hours prior to the start of the various phases of the work, and if discontinued, shall again be notified when the work will be continued.
E. 
Release or reduction of performance guarantee.
(1) 
Upon substantial completion of all required improvements, the obligor may request of the governing body, in writing, by certified mail addressed in care of the Township Clerk, that the Township Engineer prepare, in accordance with the itemized cost estimate prepared by the Township Engineer and appended to the performance guarantee pursuant to this chapter, a list of all uncompleted or unsatisfactorily completed improvements. If such a request is made, the obligor shall send a copy of the request to the Township Engineer. The request shall indicate which improvements have been completed and which improvements remain uncompleted in the judgment of the obligor. Thereupon the Township Engineer shall inspect all improvements covered by the obligor's request and shall file a detailed list and report, in writing, with the Township Council, and shall simultaneously send a copy thereof to the obligor not later than 45 days after receipt of the obligor's request.
(2) 
The list prepared by the Township Engineer shall state, in detail with respect to each improvement determined to be incomplete or unsatisfactory, the nature and extent of the incompleteness of each incomplete improvement or the nature and extent of, and remedy for, the unsatisfactory state of each completed improvement determined to be unsatisfactory. The report prepared by the Township Engineer shall identify each improvement determined to be complete and satisfactory together with a recommendation as to the amount of reduction to be made in the performance guarantee relating to the completed and satisfactory improvement, in accordance with the itemized cost estimate prepared by the Township Engineer and appended to the performance guarantee pursuant to this chapter.
(3) 
The Township Council, by resolution, shall either accept the improvements determined to be complete and satisfactory by the Township Engineer, or reject any or all of these improvements upon the establishment in the resolution of cause for rejection, and shall approve and authorize the amount of reduction or release to be made in the performance guarantee relating to the improvements accepted, in accordance with the itemized cost estimate prepared by the Township Engineer and appended to the performance guarantee pursuant to this chapter. This resolution shall be adopted not later than 45 days after receipt of the list and report prepared by the Township Engineer. Upon adoption of the resolution by the Township Council, the obligor shall be released from all liability pursuant to its performance guarantee, with respect to those accepted improvements, except for that portion sufficient to secure completion or correction of the improvements not yet accepted; provided that 30% of the amount of the performance guarantee posted may be retained to ensure completion and acceptability of all improvements. If any portion of the required improvements is rejected, the Township shall require the obligor to complete or correct such improvements, and, upon completion or correction, the same procedure of notification, as set forth in this section, shall be followed.
F. 
Inspection fees. The obligor shall reimburse the Township for all reasonable inspection fees paid to the Township Engineer for the foregoing inspection of improvements, provided that the municipality may require of the developer a deposit for the inspection fees in accordance with § 185-8I.
G. 
Phasing in sections. In the event that final approval is by stages or sections of development pursuant to Subsection a of Section 29 of P.L. 1975, c. 291 (N.J.S.A. 40:55D-38), the provisions of this section shall be applied by stage or section.
H. 
Dedication and acceptance. To the extent that any of the improvements have been dedicated to the Township on the subdivision plat, site plan and/or zoning permit, the municipality shall be deemed, upon the release of any performance guarantee required hereunder, to accept dedication for public use any improvements made thereunder, provided that such improvements have been inspected and have received final approval by the Township Engineer.
I. 
Inspection escrow.
(1) 
The obligor shall reimburse the municipality for reasonable inspection fees paid to the Township Engineer for the inspections of improvements required under § 185-8A; which fees shall not exceed the sum of the amounts set forth in Subsections I(1)(a) and (b) of this subsection. The municipality may require the developer to post the inspection fees in escrow in an amount:
(a) 
Not to exceed, except for extraordinary circumstances, the greater of $500 or 5% of the cost of bonded improvements that are subject to a performance guarantee under § 185-8A(1); and
(b) 
Not to exceed 5% of the cost of private site improvements that are not subject to a performance guarantee under § 198-14A(1), which cost shall be determined pursuant to section 15 of P.L.1991, c.256 (N.J.S.A. 40:55D-53.4).
(2) 
For those developments for which the inspection fees total less than $10,000, fees may, at the option of the developer, be paid in two installments. The initial amount deposited in escrow by a developer shall be 50% of the inspection fees. When the balance on deposit drops to 10% of the inspection fees because the amount deposited by the developer has been reduced by the amount paid to the Township Engineer for inspections, the developer shall deposit the remaining 50% of the inspection fees.
(3) 
For those developments for which the inspection fees total $10,000 or greater, fees may, at the option of the developer, be paid in four installments. The initial amount deposited in escrow by a developer shall be 25% of the inspection fees. When the balance on deposit drops to 10% of the inspection fees because the amount deposited by the developer has been reduced by the amount paid to the Township Engineer for inspection, the developer shall make additional deposits of 25% of the inspection fees.
(4) 
If the municipality determines that the amount in escrow for the payment of inspection fees, as calculated pursuant to § 185-8I(1)(a) through (b), is insufficient to cover the cost of additional required inspections, the municipality may require the developer to deposit additional funds in escrow provided that the municipality delivers to the developer a written inspection escrow deposit request, signed by the Township Engineer, which: informs the developer of the need for additional inspections, details the items or undertakings that require inspection, estimates the time required for those inspections, and estimates the cost of performing those inspections.
A. 
Required. In the event that it is determined that the application for final subdivision approval by the developer requires off-tract improvements, the contribution thereon shall be determined pursuant to the provisions of N.J.S.A. 40:55D-42 and § 185-24.
B. 
Drainage assessment. All major subdivisions and developments are subject to an assessment by the Township, as determined by the Township Engineer and based upon the most current assessment rate for the drainage basin, as delineated by the Springfield Township Master Drainage Plan. If it is determined that the proposed major subdivision or development is designed in such a manner that no stormwater runoff from the tract will be contributed to or handled, disposed of or otherwise affect a storm drainage system of the Township, it shall be exempt from any off-tract drainage assessment by the Township. Should it be determined that only a portion of the proposed tract, development or major subdivision contributes runoff to a Township drainage basin, then the off-tract drainage assessment will be based on that area of the tract actually draining to the Township drainage basin.
A. 
The zoning requirements applicable to the preliminary approval first granted and all other rights conferred upon the developer pursuant to this chapter, whether conditionally or otherwise, shall not be changed for a period of two years after the date of final approval, provided that the rights conferred by this section shall expire if the plat has not been duly recorded within the time period provided in N.J.S.A. 40:55D-54 and § 185-15 of this chapter, or any amendments thereto.
B. 
If the developer has followed the standards prescribed for final approval and has duly recorded the plat as required by law, the approving authority may extend such period of protection for extensions of one year, but not to exceed three extensions. Notwithstanding any other provisions of this chapter, the granting of final approval terminates the time period of preliminary approval granted pursuant to this chapter.
By the 15th of the month prior to the regular meetings of the approving agency, the developer shall file with the administrative officer at least 15 prints of the minor subdivision map for a minor subdivision, or of the sketch, preliminary or final plat for a major subdivision, of the proposed development for purposes of classification and preliminary discussion, together with the completed application, on forms provided by the Board, and the proper fees as provided for in this chapter and Chapter 91, Fees, § 91-10.
[1]
Editor's Note: Amended at time of adoption of Code (see Ch. 1, General Provisions, Art. IV).
Submission of a sketch plat shall constitute a request for informal review of a concept plan as provided by N.J.S.A. 40:55D-10.1.
A. 
Application documents. With an application of a preliminary plat for major subdivision approval, there shall be filed within the time provided for herein, and with the required fee, 15 prints of the preliminary plat and development plans, together with one completed application form for preliminary approval.
[Amended 5-14-2001 by Ord. No. 2001-3]
B. 
Notice of complete application; notice to property owner. The developer must receive notification from the Board that his/her submission is complete before the developer may give notification to property owners pursuant to the provisions of this chapter.
A. 
Submission. The final plat and final development plans shall be submitted to the approving agency, together with an appropriate application and filing fee, within the time provided by this chapter.
B. 
Application documents; time. Fifteen prints of the final plat and final development plans and three copies of the application form for final approval shall be submitted to the administrative officer at least 21 days prior to the date of the next regularly scheduled Board meeting. The final plat shall have incorporated all changes and modifications to the preliminary plat as required by the Board.
[Amended 5-14-2001 by Ord. No. 2001-3]
C. 
Statement of Township Engineer; location of utilities, completion of improvement. The final plat shall be accompanied by a statement by the Township Engineer that (s)he is in receipt of the final development plans showing all utilities in exact location and elevation, identifying those portions already installed and those to be installed, and that the developer has complied with one or both of the following:
(1) 
Installed all improvement in accordance with the requirements of these regulations.
(2) 
Furnished a performance guarantee pursuant to the terms of this chapter, together with a fee for any off-tract improvements, if required.
D. 
Certificate of title; deed restrictions and covenants. The applicant shall provide a certificate of title by a recognized title company and examples of any proposed covenants and restrictions to be contained in deeds for the sale of the lots.
Upon final approval and signing of the final plat by the Chairperson of the approving agency, the administrative officer and Board engineer, the applicant shall file the final plat with the Burlington County Clerk within 95 days from the date of signing the plat. The approving authority, for good cause shown, may extend the period of recording for an additional period not to exceed 190 days from the date of signing the plat. Upon filing of the final plat, the applicant shall provide the administrative officer with one duplicate Mylar bearing the file number and date of filing and six paper prints of each sheet of the final plat and final development plans.
In no case shall a building permit be issued prior to final approval. Before a building permit is issued, the Construction Code Official shall obtain a copy of the recorded plat bearing the file number and date filed with the County Clerk and a copy of the approved development plans.
Prior to the issuance of an occupancy permit, the Construction Code Official shall obtain, in writing, the approval of the Township Engineer that all required improvements have been installed. In the event that such improvements are not completed, the Construction Code Official may consult with the Township Council to obtain permission to issue a certificate of occupancy.
A. 
Information required. The sketch plat shall be based on Tax Map information, or some other similarly accurate base, at an appropriate scale, and shall contain the following information:
(1) 
The name and address of the property owner of record and of the developer or applicant.
(2) 
Title block depicting the type of application, the Tax Map sheet number, block and lot numbers, county, Township name and street location.
(3) 
A key map, at a scale of not less than one inch equals 2,000 feet.
(4) 
The appropriate zone districts applicable to all land shown on the plat shall be clearly indicated, as well as a schedule of lot area and bulk requirements for each zone.
(5) 
Reference meridian indicating direction of North; graphic scale; date of plat preparation.
(6) 
Dimensions, to the nearest foot, and areas, to the nearest acre, for all proposed lots.
(7) 
Distance, in feet, to nearest intersection.
(8) 
All existing structures, streams, wetlands, floodplains and other watercourses and wooded areas within the portion to be subdivided and within 200 feet thereof.
(9) 
All existing or proposed streets or roads within or adjoining the subdivision and the right-of-way widths thereof.
(10) 
Block number, lot number and name and of all adjoining property owners within 200 feet as disclosed by the most recent Township tax record.
(11) 
The location of the portion which is to be subdivided in relation to the entire tract.
(12) 
Acreage of the entire tract to be subdivided.
(13) 
Location and results of soil borings and percolation tests for each lot.
(14) 
Location of existing wells and septic systems.
(15) 
Delineation of existing easements or land reserved or dedicated to public use.
(16) 
Topographic features of subject property from USGS Map.
B. 
Specifications. The sketch plat must be clearly and legibly drawn by a licensed New Jersey professional engineer and/or land surveyor or by a planner and shall be on a standard sheet size not smaller than 24 inches by 36 inches nor larger than 30 inches by 42 inches. The plan shall be drawn at a scale of not less than one inch equals 100 feet.
A. 
Specifications. The preliminary plat shall be designed in accordance with the provisions of §§ 185-21 and 185-22 hereof and in strict accordance with accepted planning techniques and procedures by qualified persons. The preliminary plat shall be clearly and legibly drawn or reproduced at a scale of not less than one inch equals 100 feet, by a licensed New Jersey professional engineer and/or land surveyor.
B. 
Required information. For consideration by the approving authority, the plat and development plans shall be drawn on one of two standardized sheets: 24 inches by 36 inches or 30 inches by 42 inches, and shall show or be accompanied by sufficient information to establish the design, arrangements and dimensions of streets, lots and other planned features as to form, size and location. This information shall form the basis for the general terms and conditions upon which preliminary approval may be granted and shall include:
(1) 
A key map showing the entire subdivision and its relation to surrounding areas.
(2) 
Title block denoting the type of application, county, Township name, block and lot numbers, date, reference meridian, graphic scale and the following names and addresses and facts:
(a) 
Certification that the applicant is the owner of the land or his/her authorized agent, giving names and addresses of both.
(b) 
Certification whether or not the applicant or a company in which the applicant has an interest, owns or has contracted to purchase abutting land.
(c) 
Name and address of owner if the applicant is a contract purchaser.
(d) 
Name and address of the person who prepared the map.
(e) 
Certificate from the Tax Collector that taxes are paid to date.
(f) 
The appropriate zone districts applicable to all land shown on the plat shall be clearly indicated as well as a schedule of lot area and bulk requirements for each zone.
(g) 
Corporate and/or partnership disclosure pursuant to N.J.S.A. 40:55D-48.1 and 40:55D-48.2.
(3) 
Date of the most recent property survey, and acreage of the tract to be subdivided, to the nearest tenth of an acre.
(4) 
All proposed lot lines and areas of lots in square feet.
(5) 
A grading plan, as described in § 185-22O.
(6) 
The location of existing and proposed property lines, buildings, underground utility easements, watercourses, railroads, bridges, culverts, drainpipes and any natural features, such as wooded areas, major tree growths and rock formations, floodplains, wetlands and any other environmentally sensitive areas.
(7) 
Location; cross sections and center line profiles of all new and abutting existing streets within 200 feet of the tract, including sidewalks, cartways, curbs, planting strips, storm and sanitary sewers and appurtenances, water mains and connections to the existing or proposed utilities, all meeting the requirements of §§ 185-21 and 185-22.
(8) 
Plans shall be submitted showing proposed streetlighting, landscaping, grading, house siting, curbs and sidewalks and meeting the requirements of this code or with request for design waivers noted on the plans.
(9) 
The map must include certifications to be signed by the Chairperson, the administrative officer and the Board engineer.
(10) 
Date of original, and all revision dates, must be indicated on the plans.
(11) 
An environmental impact statement, as outlined in § 185-23.
(12) 
Drainage as outlined in § 185-22O.
(13) 
Names of owners of adjoining land within 200 feet, including block and lot numbers as shown on most recent Tax Map sheet.
(14) 
Locations and results of soil borings and percolation tests for each lot.
(15) 
List of variances required or requested.
(16) 
Soil erosion and sediment control plan.
(17) 
Copy and delineation of any existing or proposed deed restrictions or covenants.
(18) 
Any existing or proposed easements or land reserved for or dedicated to public use.
(19) 
Site identification signs, traffic control signs, directional signs and site triangles.
A. 
Specifications. The final plat shall be drawn at a scale of not less than one inch equals 100 feet and in compliance with all the provisions of the Map Filing Law.
B. 
Required information. The final plat shall show or be accompanied by the following:
(1) 
Date, name and location of the subdivision, name of owner, graphic scale and reference meridian.
(2) 
Tract boundary lines, right-of-way lines, streets, street names, easements, including underground utility easements, and other rights-of-way, land to be reserved or dedicated to public use, metes and bounds of all lot lines and other site lines and delineated wetlands, boundaries, with accurate dimensions, bearings, curve data, length of tangent, radii, arcs, chords and central angles for all center lines and rights-of-way and center line curves on streets. Improvements as shown on the approved preliminary plan shall accompany the final plat.
(3) 
The purpose of any easement or land reserved or dedicated for public or quasi-public use shall be designated.
(4) 
The proposed use of sites, other than residential.
(5) 
Block and lot numbers, as approved by the Tax Assessor.
(6) 
Minimum building setback lines and buffer zones on all lots and other sites.
(7) 
Location and description of all monuments, as specified by the Map Filing Law.
(8) 
Closure information for the exterior boundary of the entire tract and for any internal street right-of-way shall be provided, showing a traverse with a closure which is greater than 1 in 10,000.
(9) 
Names of owners of adjoining unsubdivided land within 200 feet, including block and lot numbers as shown on the most recent Tax Map sheet.
(10) 
The area of the entire tract, each individual lot and any right-of-way dedications, to the nearest one one hundredth of an acre.
(11) 
Certification by the engineer or surveyor as to the accuracy of details of the plat; with the name, address and license number of such engineer.
(12) 
Certification that the applicant is the owner of the land, or the agent of the owner or is a contract purchaser, or that the owner has given consent under an option agreement.
(13) 
Final development plans of all proposed or as-built improvements, as shown on the approved preliminary plans, shall accompany the final plat. The plans shall have incorporated all changes and modifications to the preliminary development plans.
(14) 
Certificate from the Tax Collector that all taxes are paid to date.
(15) 
Key map, at a scale of not less than one inch equals 1,000 feet.
(16) 
List of required regulatory approvals or permits.
A. 
Conformity with specifications.
(1) 
All improvements shall be installed in complete accord with the standards of this chapter, as specified in § 185-22, with other particular specifications approved by the Board and with all other applicable Township, county and state regulations.
(2) 
The Standard Specifications for Road and Bridge Construction of the New Jersey Department of Transportation, latest edition, including all addenda, and the Standard Construction Details of the New Jersey Department of Transportation, latest revision, as modified, supplemented, amended or superseded by the requirements of this chapter, by particular agreement among the Board, Township Council and the developer, or by other applicable Township, county or state regulations shall govern the completion of the required improvements. Such standard specifications and standard construction details are made a part of this chapter by reference as if set forth in full. It is the responsibility of all developers to familiarize themselves with same.
B. 
Construction prior to final approval.
(1) 
Preliminary approval. No construction shall take place unless preliminary approval has been granted, as evidenced by a signed preliminary plan.
(2) 
Escrows. Prior to any construction, inspection fee escrows shall be posted with the Township.
(3) 
Preconstruction conference. The developer shall also arrange a preconstruction conference among the developer, contractor and Township Engineer.
(4) 
Notice of start of construction. The Township Engineer shall be notified by certified mail by the developer at least 72 hours in advance of the start of construction.
C. 
Inspections. With the exception of a bona fide utility regulated and licensed by the New Jersey Board of Public Utilities, all improvements shall be subject to inspection and approval by the Township Engineer, who shall be notified by the developer at least 24 hours prior to the start of construction. No underground installation shall be covered until inspected and approved. Evidence that the above improvements are installed and comply with the approved plans and the design and construction specifications of the Township shall be certified, in writing, by the Township Engineer.
A. 
Conformity with standards.
(1) 
The developer shall observe the requirements and principles of land use in the design of each subdivision, or portion thereof, as set forth in this section.
(2) 
The development shall conform to design standards that will encourage good development patterns within the Township. Where either or both an official map or master plan has or have been adopted, the development shall conform to condition and proposals shown thereon.
B. 
Blocks. Block length and width, or acreage within bounding roads shall be such as to accommodate the size of lot required in the area by Chapter 215, Zoning, and to provide for convenient access, circulation control and safety of street traffic, but in no case shall be less than 400 feet nor more than 1,200 feet in length, except where unusual conditions make these dimensions impracticable.
C. 
Lots.
(1) 
Lot dimensions and area shall not be less than the requirements of the zoning provisions.
(2) 
Insofar as is practical, side lot lines shall be either at right angles or radial to street lines.
(3) 
Each lot must front upon a public street, paved, with a right-of-way of at least 50 feet, except as otherwise provided herein.
(4) 
Where extra width has either been dedicated or anticipated for widening of existing streets, zoning considerations shall begin at such new street line, and all setbacks shall be measured from such line.
(5) 
(Reserved)[1]
[1]
Editor's Note: Former Subsection C(5), regarding contiguous lots under the same ownership that do not conform with minimum area and/or dimension requirements, was repealed 12-12-2007 by Ord. No. 2007-07.
(6) 
Whenever land has been dedicated or conveyed to the Township by the owner of a lot in order to meet the minimum street width requirements or to implement the Master Plan, the Construction Code Official shall not withhold a building and/or occupancy permit when the lot depth and/or area was rendered substandard due to such dedication and where the owner has no adjacent lands to meet the minimum requirements.
(7) 
Lots with frontage on two streets will be permitted only under the following conditions:
(a) 
When the length of the lot between both streets is such that further division of the lot into two lots will not meet zoning provisions; and
(b) 
Where access shall be to the street with the lower traffic function and street access is prohibited to the portion of the lot abutting the other street and shall be clearly labeled on any plat or deed.
D. 
Streets. All residential street design, right-of-way width, classification and geometry shall comply with the New Jersey Residential Site Improvement Standards (RSIS).
[Amended 3-8-2006 by Ord. No. 2006-7]
E. 
Curbs.
(1) 
Concrete curb shall be installed along every street within the development and those abutting the development. The standard curb section to be used shall not be more than 10 feet in length and shall be set in accordance with approved lines and grades. Radial curbs shall be formed in an arc segment in a smooth curve. Chord segments are prohibited.
(2) 
Concrete curbs shall be six inches by eight inches by 18 inches, six inches exposed face, using air entrained Class B concrete having a twenty-eight-day compressive strength of 3,500 pounds per square inch.
(3) 
Expansion joints conforming to the requirements of the New Jersey Department of Transportation shall be provided at twenty-foot intervals in all curbing, with construction joints being provided at ten-foot intervals.
(4) 
At locations specified by the approving authority, and at all intersections, the curbing shall have a barrier-free design to provide a ramp for bicycles and/or wheelchairs and shall be in accordance with State of New Jersey Barrier Free Design Regulations.
(5) 
Alternate curb types may be permitted in certain instances upon approval by the approving authority. The applicant shall submit for review by the Board engineer typical section details and specifications of the proposed alternate curb type.
(6) 
Placement finishing and curing of concrete curbs shall be done in accordance with NJDOT Standard Specifications for Road and Bridge Construction, Section 605.
F. 
Sidewalks and drive aprons. Sidewalks and drive aprons shall be required for all major subdivisions and developments, unless specifically waived by the approving authority. Sidewalks shall be at least four inches thick, of air entrained Class B concrete having a twenty-eight-day compressive strength of 3,500 pounds per square rich. Expansion joints shall be provided at twenty-foot intervals in sidewalks with construction joints at four-foot intervals. Expansion joints shall also be provided at all points where sidewalks intersect or abut concrete drive aprons and at all points where concrete drive aprons abut curbing. Concrete drive aprons and abutting sidewalk shall have a thickness of at least six inches and shall be of air entrained Class B concrete having a twenty-eight-day compressive strength of 3,500 pounds per square inch. Such driveway aprons shall be reinforced with six inches by six inches of 10/10 welded-steel wire mesh. Concrete sidewalks and driveways shall be placed, finished and cured in accordance with NJDOT Standard Specifications for Road and Bridge Construction, Section 607.
G. 
Sight triangles. Sight triangles shall be required at each quadrant of an intersection of streets. The area within sight triangles shall be maintained as part of the lot adjoining the street and set aside as a sight triangle easement. Within a sight triangle, no grading, planting or structure shall be erected or maintained more than 30 inches above or lower than 12 feet above the street center line, excluding utility poles, street name signs and official traffic regulation signs. The sight triangle is that area bounded by the intersecting street lines and a straight line which connects “sight points” located on each of the two intersecting street lines, the following distances away from the intersecting street lines: collector streets at 50 feet and minor streets at 25 feet. The classification of existing and proposed streets shall be those shown on the adopted Master Plan or as designated by the approving authority at the time of the application for approval for a new street not included on the Master Plan. A sight triangle easement dedication shall be expressed on the plat as follows: “Sight triangle easement subject to grading, planting and construction restrictions, as provided for in the Township of Springfield Land Development Ordinance.” Portions of a lot set aside for the sight triangle may be calculated in determining the lot area and may be included in establishing the minimum setbacks required by the zoning provisions.
H. 
Street name signs. Street name signs shall be enameled metal of the size and color equal and similar to the type now in use by the Township. They shall be erected on galvanized steel posts in a workmanlike manner. At four-way street intersections, two posts shall carry two signs at right angles to denote the name of each street and one post carrying two signs at right angles shall be placed at each “T” intersection. Posts shall be 10 feet overall, with three feet in the ground, surrounded with concrete. The head of the sign shall be so secured by welding or bolting as to ensure refusal to turning under normal conditions. Signs shall be placed under light standards and free from visual obstructions.
I. 
Streetlighting.
(1) 
Streetlights shall be installed by the developer along all streets within and abutting any development, in locations approved by the Township Engineer. They shall be designed in accordance with the recommended standard practice for roadway lighting of the Illuminating Engineering Society, and shall comply with the construction standards of the applicable electric utility.
(2) 
A streetlighting plan shall be submitted which shall include the pole locations, type of fixture, mounting height of fixture above cartway center line, length of extension from pole, isolux pattern for the footcandle intensity required, superimposed on the plan at each light location, pole construction and support details.
(3) 
Streetlight luminaires shall have a medium semi-cutoff, type II light distribution, of a type to be approved by the Board.
(4) 
The table set out below shall be used to determine the streetlighting requirements:
AREA CLASSIFICATION
Commercial
Intermediate
Residential
Street Hierarchy
Lux
Foot-
candles
Lux
Foot-
candles
Lux
Foot-
candles
Collector
10
0.9
6
0.6
4
0.4
Local
6
0.6
4
0.4
4
0.4
PARKING ILLUMINATION
(OPEN PARKING FACILITIES)
Illumination Objective
Vehicular Traffic
Pedestrian Safety
Pedestrian Safety
Level of Activity
Lux
Foot-
candles
Lux
Foot-
candles
Lux
Foot-
candles
Low activity
5
0.5
2
0.2
9
0.8
Medium activity
11
1
6
0.6
22
2
High activity
22
2
10
0.9
43
4
(5) 
There shall be one streetlight at all intersections, and a streetlight at each side of the center of the arc of a roadway bend when the offset angle of the center line projections is greater than 30 degrees.
J. 
Utilities.
(1) 
All utilities, including, but not limited to, electric transmission, gas and water distribution, communications, streetlighting and cable television, shall be installed underground within easements or dedicated public rights-of-way. The developer shall arrange with the serving utility for the underground installation of the utility's supply lines and service connections in accordance with the prevailing standards and practices of the utility or other companies providing such service. All new building services shall be installed underground.
(2) 
Water main, fire hydrant, culvert, storm sewer and sanitary sewer installations shall be properly designed and connected with an approved system and shall be adequate to handle all present and probable future development.
K. 
Easements.
(1) 
Easements may be required for the installation, maintenance and repair of utility lines. Such easements shall be at least 15 feet wide and shall be located in consultation with the companies or other jurisdictional agencies and, to the fullest extent possible, adjacent to lot lines.
(2) 
Floodplains, drainage and conservation easements shall be indicated on the preliminary and final plats.
(3) 
All easements shall be delineated and dedicated on the final plat to the Township and/or any appropriate entity.
L. 
Monuments. All boundary monuments shall be the size and shape required by the Map Filing Law, N.J.S.A. 46:23-9.11, as amended, and shall be placed in accordance with the statute and indicated on the final plat.
M. 
Landscape plan. A landscape plan shall be required for applications for development, except minor subdivisions, and shall be prepared in conformance with Chapter 119, Landscaping.
N. 
Retaining walls. Retaining walls are discouraged for slope control, however, they may be used when no other alternatives exist and the topography dictates. For walls in excess of two feet in height, complete design plans, including all construction details, design calculations, soil borings and soil data, certified by a New Jersey licensed professional engineer, must be submitted. Retaining walls shall be constructed of treated timber or logs, reinforced concrete, reinforced masonry or of other construction which in the judgment of the Board engineer is adequately designed and detailed on the plans to carry all earth pressures, including any surcharges. The heights of retaining walls shall not exceed one-third of the horizontal distance from the foundation wall of any building to the face of the retaining wall and, as a general rule, should be limited to a difference in finished grade elevation of four feet.
O. 
Grading, topsoil and seeding. All lots, open spaces and planting areas shall be graded to secure proper drainage and to prevent the collection of stormwater. The grading shall be performed in a manner which will minimize the damage to or destruction of trees growing on the land. Topsoil shall be provided and/or redistributed on the surface as cover and shall be stabilized by seeding or planting.
(1) 
A grading plan, prepared by a New Jersey licensed professional engineer, shall be submitted with the application. The grading plan shall indicate the following:
(a) 
Existing and proposed grading contours at intervals of one foot within a ten-foot radius of the tract, except that if slopes exceed 5%, an interval of two feet is permissible. Datum shall be referenced to United States Geological Survey Datum and the reference location of datum shall be noted.
(b) 
Proposed spot or finished grade elevations at all property corners and curbs opposite property corners, first floor elevation of all proposed structures or dwellings, interior yard drainage and drainage arrows designating direction of overland drainage flow on each lot.
(c) 
Property and right-of-way lines.
(d) 
Grate and invert elevations of all storm inlets.
(e) 
Slope, direction of flow and typical section for all streams, swales and ditches.
(f) 
The tops of the banks and boundaries of the floodways and flood hazard areas of all existing watercourses, and such other information.
(g) 
Determination as to what impact the proposed construction and lot regrading will have upon adjacent properties.
(h) 
Methods or provisions to abate or prevent any adverse surface drainage impacts or conditions to adjacent lots.
(2) 
Under no circumstances shall the subdivision tract, or any individual lots within the development, be graded in such a manner as to redirect or accelerate the velocity of flow of stormwater runoff onto adjacent and/or downstream properties. Wherever possible, the land shall be graded so that the stormwater from each lot shall drain directly to the street. If drainage toward a street is impractical, than the runoff shall be directed to an interior yard drainage system designed in accordance with this section.
(3) 
Unless otherwise required by this section, all tree stumps, structural foundations and other obstructions shall be removed to a depth of two feet below existing or finished grade, whichever is lower.
(4) 
Prior to the issuance of any certificate of occupancy to any dwelling, the developer or holder of the building permit shall cause to have the lot grading certified by a New Jersey licensed professional engineer that the final as-built grading of the lot is in compliance with the approved grading plan.
(5) 
All lot grading plans shall conform to the following standards, and all lots shall be graded in accordance with the following requirements:
(a) 
Any swale intended to convey stormwater runoff shall be specifically delineated on the grading plan. A typical swale section, profile grades and calculations indicating the capacity and flow velocity of the swale shall be provided. All swales shall be constructed in strict compliance with the following standards:
[1] 
All swales shall be designed with a parabolic cross-section.
[2] 
All swales shall be designed, constructed and stabilized in accordance with the requirements of the Burlington County Soil Conservation District.
[3] 
Swales shall have a minimum longitudinal or profile gradient of 1% to provide a positive flow of stormwater and prevent stagnation of water in the swale.
[4] 
No swales shall be designed in such a manner as to make a point discharge of stormwater runoff onto adjacent or downstream lands.
[5] 
Swales discharging into high groundwater, bodies of water or wetlands or other environmentally sensitive areas shall have specific approval of all outside agencies having jurisdiction.
(b) 
The minimum slope for lawns and disturbed areas shall be 2% and for smooth, hard finished surfaces other than roadways, 4/10 of 1%.
(c) 
The minimum grade away from a house shall be 5% for a minimum distance of 10 feet.
(d) 
The subdivider shall take all necessary precautions to prevent any siltation of streams during the construction of the subdivision. Such provisions may include, but are not limited to, construction and maintenance of siltation basins or holding ponds and diversion berms throughout the course of construction and planting areas.
(e) 
All lots, open space and planting areas shall be seeded with a suitable stabilizing groundcover approved by the Board engineer. On open spaces, the Board may allow a suitable stabilizing groundcover other than seeding.
(6) 
No topsoil shall be removed from the site or used as fill. Topsoil moved during the course of construction shall be redistributed so as to provide at least four inches of spread cover to all seeding and planting areas of the subdivision and shall be stabilized by seeding or planting. In the event that the quantity of topsoil at the site is insufficient to provide four inches of cover for all seeding and planting areas, the developer shall provide and distribute a sufficient quantity of topsoil to provide such a cover. Topsoil shall be approved by the Township Engineer.
P. 
Soil erosion and sedimentation control.
(1) 
All subdivisions shall incorporate soil erosion and sediment control programs, phased according to the scheduled progress of the development, including anticipated starting and completion dates. The purpose is to control soil erosion and sediment damages and related environmental damage by requiring adequate provisions for surface water retention and drainage and for the protection of exposed soil surfaces in order to promote the safety, public health, convenience and general welfare of the community.
(2) 
No building permit shall be issued for any development application until all provisions of the State of New Jersey Soil Erosion and Sediment Control Act, N.J.S.A. 4:24-39 et seq., as amended, have been satisfied.
Q. 
Debris.
(1) 
Materials accumulated by clearing, grubbing, construction and excavation, as above described, shall be disposed of by the developer in a manner satisfactory to the Township Engineer, except that materials suitable for embankment shall be used for that purpose, if needed. Burying of the above materials shall not be permitted.
(2) 
The Township Construction Code Official shall keep a constant check on debris from the development and the construction of buildings and shall not permit the accumulation thereof. In the event that there is any substantial accumulation of such debris in any development, the Construction Code Official shall forthwith give written notice to the developer to remove such debris from the development. In the event that such debris is not promptly removed, the Construction Code Official is hereby authorized and directed to refrain from giving certificates of occupancy or building permits until the debris is cleared up and removed.
R. 
Drainage.
(1) 
General.
(a) 
The purpose of the drainage design, as outlined in this section, is to mitigate the effects of the stormwater runoff generated by the development of land. In general, the rate of stormwater runoff from the site after development should not exceed the rate occurring prior to development. The additional volume of stormwater runoff generated by the development of the site should be conveyed to an area of ultimate disposal without detriment or adverse effects to adjoining downstream properties. An area of ultimate disposal is defined for purposes of this section as a river, stream, natural body of water, drainage course or as otherwise determined and approved by the approving authority.
(b) 
The design of the development shall take advantage of the natural drainage features of the land and make improvements to the natural drainage system to such an extent as is possible to eliminate flooding and excess maintenance requirements. The changing of natural drainageway locations will not be approved unless such change is shown to be without adverse effects and substantiated by thorough analysis and investigation.
(c) 
Stormwater runoff from off-site drainage areas and systems that pass through the site must be accommodated by the drainage plan so that the original drainage pattern is left essentially unchanged to avoid creation of a new hazard to downstream property. When deemed necessary, drainage easements shall be established to provide for routing of the stormwater.
(d) 
Storm drainage systems shall be provided for all stormwater runoff coming to or accumulating on the street and should have sufficient capacity to carry the volume of runoff as computed herein.
(2) 
Drainage report.
(a) 
Drainage study.
[1] 
A drainage study shall be submitted which identifies drainageways, floodplains, ponding areas, locations of culverts, bridges, open channels and drainage basins which are tributary to the proposed development.
[2] 
The drainage study should include a thorough analysis and discuss:
[a] 
Alternate solutions to drainage problems which have been identified by the study.
[b] 
The analysis of downstream and upstream drainage facilities.
[c] 
The ability of the downstream drainage facilities to pass developed runoff from the proposed development.
[d] 
Drainage problems which may be anticipated to occur within the development and solutions.
[3] 
The discussion should be accompanied with calculations, maps, details and other supplemental information to support the assumptions, analysis and conclusions, including, but not limited to, the following:
[a] 
Calculations for peak flow of all off-site tributary drainage basins. Runoff analysis shall take into consideration the future developed condition of all areas contributing runoff to the site.
[b] 
Hydraulic calculations and analysis of downstream drainage facilities.
[c] 
Map identifying off-site tributary drainage basins, location and size of downstream and upstream facilities, flood zones, existing topography and problem areas.
[d] 
Details of critical downstream or upstream drainage structures.
(b) 
Calculations and plans.
[1] 
Drainage calculations shall be submitted for the analysis of predeveloped drainage areas, developed drainage areas and all proposed and existing drainage facilities. They shall include, but not be limited to, the method of determining the runoff coefficient, time of concentration and travel distance for each individual drainage basin; roughness coefficients for pipes, streams and swales; and necessary worksheets, hydrographs, charts and diagrams used for the design and analysis.
[2] 
A drainage plan and details shall be submitted which includes, but is not limited to the following information:
[a] 
The grading plan, as outlined in § 185-22O, shall be incorporated.
[b] 
Predeveloped drainage areas numbered to correspond to the drainage calculations.
[c] 
Developed drainage areas numbered to correspond to the drainage calculations.
[d] 
Existing drainage facilities and structure and all pertinent information, such as size, shape, slope, location and inverts.
[e] 
Proposed storm sewers, drainageways and easements, inlets, manholes, culverts, drainage structures and floodplains.
[f] 
Proposed runoff outfall points.
[g] 
Routing and accumulative flows at various critical points for stormwater runoff.
[h] 
Construction details of all proposed drainage structures, including inlets, manholes, culverts, detention/retention basins, pipe and bedding and appurtenances.
[i] 
Drainage facilities located in the street rights-of-way shall be shown on the street profile drawing.
(3) 
Design criteria.
(a) 
The method, as defined in the U.S. Department of Agriculture, Soil Conservation Service, Urban Hydrology for Small Watersheds, Technical Release No. 55, latest edition; the rational method; or other methods as approved by the Board engineer are acceptable as long as the method meets the criteria and standards set forth herein, except that the rational method shall not be used to calculate the peak rate of runoff from any areas larger than 100 acres.
(b) 
The capacity and design of all storm sewer systems shall be based on a design storm of a ten-year frequency, twenty-four-hour rainfall and shall carry the peak discharge from the entire upstream watershed.
(c) 
The capacity and design of culverts and open channels shall be based on runoff, as a minimum, from a design storm of a twenty-five-year frequency, twenty-four-hour rainfall or as required by any other authority having jurisdiction, and shall carry the peak discharge from the entire upstream watershed.
(d) 
Where detention facilities are deemed necessary, they shall accommodate site runoff generated from two-year, ten-year and one-hundred-year storms considered individually, unless the detention basin is classified as a dam, in which case the facility must also comply with the Dam Safety Standards, N.J.A.C. 7:20. These design storms shall be defined as either a twenty-four-hour storm, using the rainfall distribution recommended by the U.S. Soil Conservation Service when using U.S. Soil Conservation Service procedures, such as U.S. Soil Conservation Service, Urban Hydrology for Small Watersheds, Technical Release No. 55, or as the estimated maximum rainfall for the estimated time of concentration of runoff at the site when using a design method such as the rational method. Runoff greater than that occurring from the one-hundred-year, twenty-four-hour storm will be passed over an emergency spillway. Detention will be provided so that after development the peak rate of flow from the site will not exceed the corresponding flow which would have been created by similar storms prior to development. For purposes of computing runoff, lands in the site shall be assumed, prior to development, to be in good condition, if the lands are pastures, lawns or parks, with good cover, if the lands are woods, or with conservation treatment, if the land is cultivated, regardless of conditions existing at the time of computation.
(e) 
The capacity and design of retention and recharge facilities shall be based on a design storm of a fifty-year frequency, twenty-four-hour rainfall and provide an emergency spillway based on a design storm of a one-hundred-year frequency, twenty-four-hour rainfall.
(f) 
The design criteria for the rational method for areas of 100 acres or less shall be as follows:
[1] 
Formula. Computation for the rate of flow at a given location shall be based on the formula: Q = CIA, where Q = peak discharge volume in cubic feet per second; C = runoff coefficient; I = intensity of rainfall in inches per hour; and A = watershed area in acres.
[2] 
Runoff coefficient (C). The values are presented for different surface characteristics as well as for different surface aggregate land uses. The coefficients for the various surface areas can be used to develop a composite value for a different land use:
Type of Drainage Area
Runoff Coefficient (C)
Residential
One acre or greater
0.30 - 0.50
20,000 sq. ft. to one acre
0.40 - 0.65
Less than 20,000 sq. ft.
0.50 - 0.70
Multifamily
0.60 - 0.75
Commercial
0.70 - 0.93
Industrial
0.65 - 0.90
Rural (farm and woodland)
0.10 - 0.30
Park, open space
0.20 - 0.35
Lawns
Up to 2% slope
0.15 - 0.30
2% - 7% slope
0.20 - 0.35
Grassed areas (more than 7%)
0.25 - 0.40
Paved surfaces, roofs
0.90 - 1.00
Gravel
0.25 - 0.65
Sand
Bare
0.15 - 0.50
With vegetation
0.10 - 0.35
Loam
Bare
0 20 - 0.60
With vegetation
0 10 - 0.40
Clay
Bare
0.30 - 0.75
With vegetation
0.20 - 0.55
[3] 
Intensity (I). The average rainfall rate for the period of maximum rainfall having a duration equal to the time of concentration. The value shall be obtained from the Rainfall Intensity - Duration - Frequency curves for Trenton, New Jersey.
[4] 
Time of concentration. The duration of the storm is the time required for the runoff from the most remote point of the drainage basin to reach the point being considered, length of travel, which consists of an overland flow time plus the time of travel in a storm sewer, gutter, drainageway or swale. The time of travel shall be derived from the State of New Jersey Highway Authority nomograph or as approved by the Board engineer.
(g) 
Design criteria for the soil conservation method is that outlined in the U.S. Department of Agriculture Soil Conservation Service Technical Release No. 55 for Urban Hydrology for Small Water Sheds. The runoff curve numbers (CN) for predeveloped runoff shall be based on the cover type being in a good condition and the most favorable cover type found during the year.
(4) 
Storm sewer design and standards.
(a) 
Hydraulic calculations for storm drain pipes shall be based on Mannings formula for pipes flowing full and shall be designed to carry the maximum runoff, as stated elsewhere in these chapters.
(b) 
The following coefficients for roughness shall be used in the Manning formula to determine pipe capacity:
[1] 
Concrete pipe: N = 0.013.
[2] 
Concrete pipe box culverts: N = 0.013.
[3] 
For all other pipe types, use “N” values as specified by the manufacturer. The supporting documentation for these values should be submitted for approval by the Board engineer, or as established by the New Jersey Department of Transportation.
(c) 
Storm sewer pipe grades shall be such that a minimum velocity of 2.5 feet per second will be obtained with a pipe flowing one-quarter full.
(d) 
All storm sewer pipe under the road bed shall be designed for American Association of State Highway Officials H20-44 loading. All storm sewer pipe shall be of reinforced concrete pipe, Class III, Wall B strength and have a minimum cover of two feet. If the depth of cover is less than two feet, but more than one foot, Class IV reinforced concrete pipe shall be used. Alternate pipe material may be used for specific conditions as approved by the Board engineer.
(e) 
Storm sewer pipe shall have a minimum inside diameter of 15 inches, with a maximum length of 50 feet. All storm sewer pipe having a length in excess of 50 feet shall have a minimum inside diameter of 18 inches. All pipe located under a roadbed shall be at least one size larger than required to carry the maximum runoff. Where pipe sizes increase, the general practice shall be to keep the inside top of the larger pipe at the same elevation as the inside top of the smaller pipe.
(f) 
All transitions in slopes, horizontal direction and pipe size shall be made in a manhole, inlet or other accessible structure designed for the above purpose.
(g) 
Pipe starting or terminating in an open ditch or area shall have suitable headwalls. Erosion protection shall be provided at the outfall in accordance with Soil Conservation Standards. Additionally, trash bars shall be installed on all outlet pipes equal to or greater than 24 inches in diameter. Flared end sections and other protective treatment will be considered in specific cases and subject to approval by the Board engineer.
(h) 
Inlets shall be located at street intersections to intercept stormwater prior to reaching pedestrian crossings and at street low points. However, the spacing of inlets shall not exceed 400 feet or a design inlet flow of 6.0 cubic feet per second, whichever condition is more stringent. Access manholes shall be spaced at a maximum of four-hundred-foot intervals and at sewer junctions where there are no inlets.
(i) 
Grease traps, oil skimmers, sediment basins and other water quality structures shall be installed in the catchbasins, as required by the Board engineer.
(j) 
Inlets and catchbasins shall be designed in accordance with New Jersey State Highway Department Standard Plans and Specifications. Frames and grates shall be Campbell Foundry Company Pattern No. 2617 Bicycle Grates, or an approved equal.
(k) 
Manholes shall be precast concrete, brick or concrete block, coated with two coats of portland cement mortar.
(l) 
If precast manhole barrels and cones are used, they shall conform to ASTM Specification C-473, with round rubber gasketed joints, conforming to ASTM Specification C-923. Maximum absorption shall be 8%, in accordance with ASTM Specification C-478, method A.
(m) 
If precast manholes are utilized, the top riser section shall terminate less than one foot below the finished grade and the manhole cover shall be flush with the finished grade.
(n) 
Manhole frames and covers shall be of cast iron, conforming to ASTM Specification A-48 Class 30, and be suitable for H-20 loading capacity. All manhole covers in rights-of-way or in remote areas shall be provided with a locking device. The letters “Year 20___” and the words “STORM SEWER” shall be cast integrally in the cover.
(5) 
Open channels.
(a) 
Open channels shall be designed in accordance with Soil Conservation Standards and provide stable soil side slopes with a maximum slope of one vertical to three horizontal. The design shall include suitable vegetative cover to prevent soil erosion. In general, velocities in open channels at design flow shall not be less than 0.05 foot per second and not greater than that velocity which will begin to cause erosion or scouring of the channel. At the transition between closed conduits and open channels or different types of open channels, suitable provisions must be made to accommodate the velocity transitions. These provisions may include rip-rapping, gabions, lining, aprons, chutes and checks or others, all suitably detailed and approved.
(b) 
The following minimum coefficients of roughness values shall be used for open channels:
[1] 
Concrete lined: C = 0.015.
[2] 
Other values should be obtained from Soil Conservation Standards, New Jersey Department of Environmental Protection, or as otherwise approved by the Board engineer.
(6) 
Detention and retention facilities.
(a) 
Detention and retention facilities must be designed in accordance with the current standards of the New Jersey Department of Environmental Protection, the Soil Conservation Standards and as otherwise directed by the Board engineer. All such facilities must be designed in a manner that no adverse impact will result to lands downstream. All design proposals must be accompanied by an assessment of any impact to lands downstream and complete design details.
(b) 
All detention and retention facilities for developments shall be designed using the Sod Conservation Method, as supplemented and amended. The modified rational method may be used for developments of 20 acres or less.
(c) 
The facilities shall contain sufficient volume to contain the design storm with one foot of freeboard on all sides, except for the emergency spillway which shall be protected to prevent soil erosion.
(d) 
A soil boring and percolation, or permeability, test will be required for each basin. The results shall be submitted with an estimate of the depth to seasonal high water table shown on the log.
(e) 
The bottom of the basin shall be located a minimum of two feet above the seasonal high water table. The time required for a retention basin to drain after the design storm shall be provided. Detention basins shall be equipped with a low flow channel and underdrains.
(f) 
Detention and retention basins shall be fully enclosed with a minimum six feet in height chain link fence, or other type of appropriate barricade as is acceptable to the Board. All basins shall also be provided with an appropriate landscaped buffer prepared in conformity with Chapter 119, Landscaping, §§ 119-9 through 119-13.
(7) 
Maintenance.
(a) 
All detention/retention, recharge facilities and stormwater conduits which are to be maintained by a private property owner, homeowner's association or other responsible party are required to submit a maintenance schedule for approval by the approving authority. If, in the opinion of the Township Engineer, the drainage system is not maintained, the Township shall give appropriate notice of the nature of the existing defects. Furthermore, if the party responsible for maintenance fails, within 30 days of the date of notice, to take appropriate action to rectify these defects, the Township may take necessary corrective action, the cost of which shall be charged to the responsible party and assessed against the responsible lots.
(b) 
These conditions shall be set forth in a deed declaration for the responsible lots and shall run with the land.
S. 
Floodplains. All land subject to flooding or located within an area designated as a flood hazard area shall be developed in conformity with the provisions of Chapter 171, Soil Removal, and Chapter 215, Zoning, Article XII, Floodplain District.
T. 
Streams. Where a development is traversed by a watercourse, drainageway, channel or stream, there shall be provided a drainage easement, or right-of-way, conforming substantially with the lines of such watercourse and such further width as will be adequate for construction or maintenance purposes.
A. 
General provisions. No application for preliminary major site plan review, major subdivision approval or overall development plan approval for a planned development shall be approved unless it is has been determined by the Township Planning Board or other appropriate Township agency, in accordance with the provisions of this section, that the applicant has utilized reasonable site planning design alternatives to mitigate adverse impacts to specific elements of the environment, including the prevention of soil erosion, preservation of trees and other important vegetation, protection of watercourses and floodplains, protection of water sources, protection of wetlands, protection of air quality, protection of endangered or other protected species of wildlife and preservation of historic features.
B. 
Applications requiring environmental impact statement.
(1) 
All applications for preliminary major site plan or major subdivision approval, as well as applications for overall development plan approval for a planned development shall include an environmental impact statement (EIS).
(2) 
An environmental impact statement shall not be required where:
(a) 
The application is for a minor subdivision.
(b) 
The application is for a preliminary site plan or residential subdivision approval of all or part of a planned development which has a previously approved overall development plan. For purposes of this exemption, a previously approved concept plan shall not be a basis for a waiver of the provisions of this section.
(c) 
The application is in connection with a previously approved preliminary site plan or residential subdivision plan.
(d) 
The application pertains to the revision of a previously approved site plan and the revision will not significantly alter the environmental aspects of the site design. In this instance, the Planning Board may make inquiries of the applicant or require the applicant to justify an exemption pursuant to this subsection.
(e) 
The Planning Board waives the requirement set forth in this subsection if sufficient evidence is submitted to support a conclusion that the proposed development or subdivision will have a slight or negligible environmental impact. Portions of the requirements of this subsection, if not waived entirely, may likewise be waived by the Planning Board, or other appropriate Township agency, upon finding that the complete report need not be prepared in order to evaluate the environmental impact of a particular project.
C. 
Environmental impact statements. Simultaneously with the fling of an application for preliminary major site plan review, major subdivision or overall development plan approval for planned development, the applicant shall submit to the Planning Board 10 copies of an environmental impact statement, which shall provide, at a minimum, the following information:
(1) 
Site description. To within 1/8 mile of the project.
(a) 
Location.
(b) 
Zoning.
(c) 
Present land use.
(d) 
Acreage of project and character.
(e) 
Soil type.
(f) 
Geological characteristics.
(g) 
Presence and location of any historic or prehistoric features.
(h) 
Presence of wetlands, water bodies, steep slopes, flood hazard areas, aquifer recharge areas, prime farmlands or mature forests.
(i) 
Existing traffic conditions.
(j) 
Public utilities.
(k) 
Indigenous wildlife, fauna or other naturally existing and/or endangered species presently on site.
(l) 
Site of historical interest or significance.
(m) 
Any other features or aspects of the site to within 1/8 mile of the project which will be affected by the completion of the project contemplated in the application.
(2) 
Project description.
(a) 
Physical dimensions and scales.
(b) 
Number and type of housing units if residential.
(c) 
If industrial or commercial, a complete description, including production rates, employment, nature quantities and disposition of raw materials, finished products and waste.
(d) 
A statement regarding the disposition of any topsoil or other excavated material.
(3) 
Alternatives. A listing of all alternatives considered and the reasons for choosing a particular course of action.
(4) 
Assessment of impact. An assessment of the impacts, both direct and indirect, of the proposed project, both adverse and beneficial, with regard to the following:
(a) 
Air quality.
(b) 
Water quality.
(c) 
Noise.
(d) 
Land use and traffic patterns.
(e) 
Damage or destruction of open space, wildlife habitats, wetlands, agricultural lands, wooded lands, aquifer recharge areas and vegetation.
(f) 
Natural resources.
(g) 
Soil erosion.
(h) 
Potential soil loss.
(i) 
Soil nutrient retention.
(j) 
Drainage and flooding.
(k) 
Effects of existing water bodies.
(5) 
Unavoidable adverse impact. A discussion of all adverse impacts that cannot be avoided and the reasons therefor.
(6) 
Minimizing adverse impact during construction. A description of all steps taken to minimize adverse environmental impacts during construction at the project site and in any adjacent areas.
D. 
Waivers for elements of environmental impact statements.
(1) 
As part of the environmental impact statement, the applicant may submit a request to the Planning Board for a waiver of the requirements for environmental review with respect to one or more of the elements of the environment listed in Subsection C. The Planning Board may grant such a waiver if it is determined that the literal enforcement of the provisions of this section is impractical, will exact an undue hardship because of peculiar conditions pertaining to the land in question or if there is sufficient evidence submitted to support a conclusion that the proposed development will have a slight or negligible environmental impact.
(2) 
Such a waiver may be granted by the Planning Board, or other appropriate Township agency, only after written application to so waive the provisions of the within requirement and a determination by the Planning Board, or other appropriate agency, and its professionals is made that such a waiver is appropriate under this section. The application for development, site plan approval, subdivision approval or other such application shall not be deemed complete until such waiver is granted by the Planning Board, or other appropriate Township agency, or, in the alternative, until such time as the environmental impact statement is provided to the Planning Board pursuant to its requirements.
E. 
Preparation of environmental impact statement. The Planning Board may determine that it is appropriate to prepare an environmental impact statement pursuant to its own motion in any given application for a major site plan or a major subdivision. In that event, the Planning Board shall retain its own professionals to prepare such statement, and the appropriate applicant shall be charged for all costs involved in the preparation of the environmental impact statement.
F. 
Review of application and environmental impact statement.
(1) 
The environmental impact statement shall be reviewed by the Planning Board, its professionals and any other Township agencies before whom such application shall or may be reviewed.
(2) 
No application for development shall be approved unless the Planning Board determines that the applicant has used reasonable and appropriate planning design alternatives to mitigate the adverse effects to the environment in relation to the items set forth above.
(3) 
If the Planning Board determines that the applicant has not provided for reasonable and appropriate site plan design alternatives to mitigate any adverse impacts that the development may have on the environment in relation to the items set forth above, the applicant shall have the option of submitting more detailed information, clarifying information or changing proposed site plan techniques for environmental protection.
(4) 
In accordance with the provisions of N.J.S.A. 40:56A-1 et seq., the environmental commission, if any, may submit an advisory report to the Planning Board concerning the proposed environmental impact statement. Such report may include any recommendations, suggestions or comments pertaining to the impact of the proposed development on the elements of the environment set forth in § 185-23C(4). The Planning Board may take into consideration any advisory report submitted by the environmental commission, in its determination of the appropriateness of the site planning alternatives proposed by the applicant to mitigate adverse impacts to the environment, but approval of the environmental impact statement rests solely with the Planning Board. In any event, if the Environmental Commission has failed to submit its comments within 35 days of the applicant's submission of the EIS, the Environmental Commission shall be deemed to have elected to waive its right to comment on the submission.
(5) 
In cases of conflict between state and locally mandated environmental standards, state standards shall apply.
A. 
Improvements to be constructed at sole expense of applicant. In cases where reasonable and necessary need for an off-tract improvement or improvements is necessitated or required by the proposed development application, and where no other property owners receive a special benefit thereby, the Board may require the applicant, as a condition of approval, at the applicant's expense, to provide for and construct such improvement(s) as if such were on-tract improvements in the manner provided hereafter and as otherwise provided by law.
B. 
Other improvements.
(1) 
In cases where the need for any off-tract improvement is necessitated by the proposed development application and where the Board determines that properties outside the development will also be benefited by the improvement, the Board shall forthwith forward to the Township Council a list and description of all such improvements, together with its request that the Township Council determine and advise the Board of the procedure to be followed in the construction or installation thereof. The Board shall withhold action upon the development application until receipt of the Township Council's determination or until the expiration of 90 days after the forwarding of such list and description to the Township Council without such determination having been made, whichever occurs sooner.
(2) 
The Township Council, within 90 days after receipt of such list and description, shall determine and advise the Board whether:
(a) 
The improvements are to be constructed or installed by the Township:
[1] 
As a general improvement, the cost of which is to be borne at general expense, except as hereinafter otherwise provided as to a contribution thereto by the applicant.
[2] 
As a local improvement, all or part of the cost of which is to be specially assessed against properties benefited thereby in proportion to benefits conferred by the improvements in accordance with law, except as hereinafter otherwise provided as to a contribution thereto by the applicant.
(b) 
The improvement or improvements are to be constructed or installed by the applicant under a formula for partial reimbursement, as hereinafter set forth.
(3) 
If the Township Council shall determine that the improvement or improvements shall be constructed or installed under Subsection B(2)(a)[1], the Board shall estimate, with the aide of the Township Engineer, or such other persons as have pertinent information or expertise, the amount, if any, by which the total cost thereof will exceed the total amount by which all properties, including the proposed development, will be specially benefited thereby, and the applicant shall be liable to the Township for such excess.
(4) 
If the Township Council shall determine that the improvement or improvements shall be constructed or installed under Subsection B(2)(a)[2], the Board shall estimate, as provided in Subsection B(3), above, the difference between the total costs to be incurred and the total amount by which all properties to be benefited thereby, including the development property, will be specifically benefited by the improvement, and the applicant shall be liable to the Township therefore, as well as for the amount of any special assessments against the development property conferred by the improvement or improvements. Further, the Township Council shall adopt an ordinance authorizing and providing for the financing of the improvement or improvements and the assessment of benefits arising therefore in a manner consistent with the obligation of the applicant with respect thereto, and proceedings under such ordinance shall be in accordance with law, except to the extent modified by the obligation of the applicant for any excess of total cost over total benefits conferred, as set forth above.
(5) 
If the Township Council shall determine that the improvement or improvements are to be constructed or installed by the applicant under Subsection B(2)(b), above, the Board shall in like manner estimate the amount of such excess and the applicant shall be liable to the Township therefore, as well as for the amount of any special assessments against the development property for benefits conferred by the improvement or improvements. However, the applicant shall be entitled to be reimbursed by the Township for the amount of any special assessments against the property, other than the development property, for benefits conferred by the improvement or improvements, such reimbursement to be made if, as and when the special assessments against such other property are received by the Township. Further, the Township Council shall adopt an ordinance authorizing and providing for the assessment against all properties, including the development property, of benefits conferred by the improvement or improvements and proceedings under such ordinance shall be in accordance with law. However, any such assessment against the development property shall be marked paid and satisfied in consideration of the construction or installation of the improvement or improvements by the applicant.
(6) 
If the Township Council shall not adopt such an ordinance or resolution within such time, the final development proposal shall be designed accordingly, and the Board shall thereupon grant or deny final approval.
C. 
Performance guarantees. The applicant shall be required to provide, as a condition for final approval of the development application, a performance guarantee running to the Township as follows:
(1) 
If the improvement is to be constructed by the applicant under Subsection B(2)(b), a performance bond with surety in an amount equal to the estimated cost of the improvement, or as to any part of such improvement that is to be acquired or installed by the Township under such § 185-24A, a cash deposit equal to the estimated cost of such acquisition or installation by the Township.
(2) 
If the improvement is to be constructed by the Township as a local improvement under Subsection B(2)(a)[2], a cash deposit equal to the amount referred to in Subsection C(1), above, plus the estimated amount by which the development property will be specially benefited by the improvement.
D. 
Deposit of funds. All monies paid by an applicant pursuant to this section shall be paid over to the Township Treasurer, who shall provide a suitable depository therefore. Such funds shall be used only for the improvements for which they are deposited or improvements serving the same purpose.
E. 
Redetermination of assessment upon completion of improvement. Upon completion of off-tract improvements required pursuant to this section, the applicant's liability hereunder shall be recalculated in accordance with the actual, as compared with the estimated, cost of the improvements. To the extent that such recalculation shall increase the amount of any deposit made by the applicant hereunder, the applicant shall forthwith pay the amount of such increase to the Township. To the extent that it shall decrease the amount thereof, the Township shall forthwith refund the amount of such decrease to the applicant. In case where improvements are specifically assessed against all benefited properties, recalculation shall be made by the Township assessing authority in the course of the assessment proceedings. In other cases, it shall be made by the Township Engineer.
[1]
Editor's Note: Amended at time of adoption of Code (see Ch. 1, General Provisions, Art. IV).
A. 
Exemption. Divisions of land where all resulting parcels of land exceed five acres and which are found by the Planning Board to be for agricultural purposes are exempt from the provisions of this chapter.
B. 
Presumption of agricultural purposes. Divisions of land shall be presumed to be for agricultural purposes within the meaning of this section if the subdivision meets all of the following requirements:
(1) 
Results in no new lots.
(2) 
Involves parcels which are all qualified for agricultural assessment.
(3) 
Does not contemplate the construction of new residential units.
C. 
Presumption against agricultural purposes. Division of land that shall be rebuttably presumed to be for other than agricultural purposes within the meaning of this section are those which:
(1) 
Contain frontage on an existing public street;
(2) 
Would result in the creation of one or more parcels readily adaptable to accommodate the construction of additional residential units;
(3) 
Would result in the creation of one or more new lots; or
(4) 
Would result in one or more parcels that, by virtue of the quantity or quality of the land, either standing alone or in combination with other land, do not appear to be viable economic agricultural units.
D. 
Building permits restricted. No building permit shall issue for structures other than agricultural buildings on a lot created pursuant hereto unless minor subdivision has first been obtained from the Planning Board.