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New Hanover Township
City Zoning Code

PART 4

Subdivision and Site Plan Review

§ 166-58 Filing procedures; developments exempt from review.

[Amended 12-11-1997 by Ord. No. 34-97; 8-12-2010 by Ord. No. 23-2010]
A. 
Site plan approval; when required. Prior to the issuance of a building permit, zoning permit or certificate of occupancy for any development not specifically exempted by Subsection D below, a final site plan application shall be submitted to and approved by resolution of the Planning Board in accordance with the requirements of this article. The resolution of the Zoning Board of Adjustment shall substitute for that of the Planning Board whenever the Zoning Board of Adjustment has jurisdiction over a site plan pursuant to this chapter.
B. 
Subdivision approval; when required. Prior to the filing of any plat, deed or other recorded instrument with the County Recording Officer for the subdivision of land, as defined by § 166-4A, a final subdivision application shall be submitted to and approved by resolution of the Planning Board in accordance with the requirements of this article. The resolution of the Zoning Board of Adjustment shall substitute for that of the Planning Board whenever the Zoning Board of Adjustment has jurisdiction over a subdivision pursuant to this chapter.
C. 
Filing procedures. Applications for site plan and/or subdivision approval shall be filed in accordance with the following procedures:
(1) 
An application for site plan or subdivision approval shall be filed with the Secretary of the Planning Board or Board of Adjustment, depending upon which Board has jurisdiction over the application. Required application forms and completeness checklists for the application shall be available in the office of the Secretary and shall be provided to the applicant upon request prior to formal submission of the application.
(2) 
The required completed and signed application forms must be accompanied by the required drawings, documents and other data as required by the completeness checklists in this chapter. Three sets of the required application forms, plans and other documents shall be submitted initially. If the initial application is determined to be incomplete, three sets of the revised forms and plans, as applicable, shall be submitted. Once the application is determined complete, an additional 17 copies shall be submitted, for a total of 20 complete copies of the forms, plans and supporting documents. The applicant may produce other documents, records, or testimony at the hearing to substantiate, clarify or supplement the previously filed maps and documents.
(3) 
The application must include the appropriate fees and escrow deposits required by § 166-48 and any other fees and deposits that may be required by this chapter or other applicable law.
D. 
Certain developments exempted from site plan approval requirements. The following developments shall be exempt from the requirement to obtain site plan review and approval; provided that if such developments are proposed in connection with a development application that otherwise requires site plan approval, they shall require approval as part of the overall site plan application:
(1) 
Subdivision or individual lot applications for detached one- or two-dwelling-unit buildings and permitted accessory uses and structures thereto.
(2) 
Maintenance and repair of legally existing improvements.
(3) 
Improvements that are an identical replacement for improvements that previously received site plan approval or site plan exemption and for which there is no legal prohibition against said replacement. The foregoing shall not be construed to exempt the following improvements from the requirement to obtain site plan approval or site plan exemption:
(a) 
Improvements for which no valid approval exists;
(b) 
Improvements that would violate any applicable condition of a prior approval;
(c) 
Improvements that would violate any of the provisions related to nonconforming uses or structures in Article XXII; or
(d) 
Improvements that would violate any other applicable law, rule or regulation.
(4) 
A proposed interior alteration involving no change of use or occupancy and involving no exterior site improvements other than those improvements exempted from site plan review and approval by this section.
(5) 
Signs, other than permanent freestanding principal signs, unless such freestanding signs are exempted from the requirement to obtain site plan approval or are permitted to obtain site plan exemption by this chapter or other applicable law.
[Amended 3-14-2024 by Ord. No. 4-2024]
(6) 
Exempt antennas as defined in Article II of this chapter.
(7) 
Groundwater remediation structures pursuant to N.J.S.A. 40:55D-66.8.
(8) 
Certain minor conforming developments that are determined exempt in accordance with the procedures in Subsection E below.
(9) 
Development undertaken by the Township of Hanover.
(10) 
Development otherwise exempt from the requirement of site plan approval by law.
(11) 
An application for development solely for the installation of electric vehicle supply/service equipment (EVSE) or make-ready spaces as part of an existing or proposed development for another use or uses in accordance with P.L. 2021, c. 171.[1]
[Added 12-19-2022 by Ord. No. 35-2022]
[1]
Editor's Note: See N.J.S.A. 40:55D-66.18 et seq.
E. 
Site plan exemption for minor conforming developments. In accordance with § 166-58D(8), certain minor conforming developments may be determined exempt by the Site Plan Exemption Committee upon application, review and approval by the Committee. The following exemption criteria and procedures shall apply:
(1) 
Exemption criteria. Only improvements that meet the following criteria may be determined exempt:
[Amended 10-27-2011 by Ord. No. 28-11; 12-13-2012 by Ord. No. 24-12; 4-10-2014 by Ord. No. 10-14; 10-23-2014 by Ord. No. 40-14]
(a) 
The development shall be limited to the following, alone or in combination:
[1] 
Changes of use or occupancy.
[2] 
Accessory buildings or other roofed accessory structures that do not exceed 300 square feet of gross floor area.
[3] 
The following site improvements, other than accessory buildings or other roofed accessory structures:
[a] 
Improvements that do not increase the total improvement coverage on the site by more than 1,000 square feet;
[b] 
Development that is limited to demolition activities, tree removal, grading, landscaping, fencing and similar activities;
[c] 
Minor lighting and drainage improvements;
[d] 
Outdoor dining facilities accessory to a permitted restaurant;
[e] 
Exterior wall finishes, roofs, doors, windows and similar improvements to existing buildings; and
[f] 
Solar or photovoltaic energy facilities or structures mounted on the roofs of buildings.
(b) 
The development shall not include any of the following, which shall be required to obtain site plan approval:
[1] 
New principal buildings or additions to principal buildings.
[2] 
Improvements that require conditional use approval.
[3] 
Freestanding principal signs, unless such signs are exempted from the requirement to obtain site plan approval or are permitted to obtain site plan exemption by this chapter or other applicable law.
[Amended 3-14-2024 by Ord. No. 4-2024]
[4] 
Developments that do not fully comply with all applicable conditions of prior approvals for the property.
[5] 
Developments on properties with outstanding health, fire or building code, zoning or traffic safety violations.
[6] 
Developments that in the opinion of the Site Plan Exemption Committee may be harmful to the public health, safety and welfare, or when in the opinion of the Site Plan Exemption Committee the development raises issues or questions of sufficient importance that should be subject to full Planning Board review.
(c) 
The proposed development must comply with all applicable provisions of Chapter 166 of the Code including but not limited to the specific and general design guidelines, standards and construction specifications, performance standards, the zoning regulations and all other applicable laws, rules and regulations.
(2) 
Site Plan Exemption Committee. The membership of the Site Plan Exemption Committee shall consist of the following persons:
(a) 
A member of the Planning Board, chosen by the Board.
(b) 
The Zoning Officer, who shall act as Chairman of the Committee.
(c) 
A member of the Board of Health or its Health Officer/Environmental Specialist.
(d) 
The Fire Subcode Official.
(e) 
The Chief Financial Officer in his/her capacity as Tax Collector.
(f) 
The Executive Director of the Hanover Sewerage Authority.
(g) 
The Director of the Office of Emergency Management.
(3) 
Application for exemption. The applicant for site plan exemption shall file with the Site Plan Exemption Committee:
(a) 
An application form available from the office of the Code Enforcement Officer;
(b) 
An application fee as set forth in § 125-5L(1);
(c) 
A plan depicting the proposed development;
(d) 
If necessary to determine compliance with the site plan exemption criteria, a current survey of the property;
(e) 
Any supplemental documentation, as required by the Site Plan Exemption Committee, that may be necessary in order to determine that the improvements comply with the site plan exemption criteria above.
(4) 
Review of applications for site plan exemption. Applications for site plan exemption shall be reviewed by the Site Plan Exemption Committee. In performing this review and in making the determination regarding site plan exemption, the following shall apply:
(a) 
The applicant shall have the burden of proof that the proposed development meets the criteria for site plan exemption. Failure to meet this burden to the satisfaction of the Site Plan Exemption Committee shall result in a determination that the development is not exempt from the requirement to obtain site plan approval.
(b) 
If the applicant has not provided sufficient information or has provided information that is unclear, contradictory or confusing, the Committee shall notify the applicant of such deficiencies within 20 days of the date the application is filed. In the event that the Committee does not determine the application to be complete or incomplete within said period, the application shall be determined complete upon the expiration of said twenty-day period.
(c) 
If the application is determined incomplete, the applicant shall be required to address the completeness deficiencies.
(d) 
The Committee shall review and decide applications for site plan exemption within 30 days of the date the application is determined to be complete, unless such deadline is extended by consent of the applicant. The failure of the Committee to act within said time period shall be deemed a dismissal of the application without prejudice.
(e) 
The Committee shall approve or deny applications for site plan exemption based upon the exemption criteria in Subsection E(1) above. Exemptions may be granted with the imposition of reasonable conditions designed to ensure compliance with the exemption criteria, as may be required by law or deemed appropriate by the Committee.
(f) 
If there is any reasonable doubt concerning whether or not the proposed development meets the exemption criteria in Subsection E(1) above, the Committee shall deny the application for site plan exemption.
(g) 
All decisions of the Committee shall be in writing and shall state the nature of the proposed development, the reason(s) for the decision and, in the case of exemption approval, any conditions of approval. A copy of the decision shall be sent to the applicant without charge.
(h) 
The application materials and a copy of the Committee's decision shall be maintained in the records of the Zoning Officer.

§ 166-59 Review procedures.

A. 
Upon receipt of an application, the Board Secretary shall forward same to either the Planning Board or Board of Adjustment depending upon who has jurisdiction. If the Planning Board has jurisdiction, the Secretary will forward the same to the Subdivision or Site Plan Committee and, in addition, shall send a copy to each of the following for report and recommendation:
(1) 
Township Engineer.
(2) 
Township Planning Consultant.
(3) 
County Planning Board, if required pursuant to the County Land Development Standards.
(4) 
Such other municipal, county, state and federal officials and agencies as directed by the Subdivision and Site Plan Committee or as provided in the Board's bylaws.
B. 
The Subdivision or Site Plan Committee will review the application along with reports required from any officials or agencies and shall submit its findings and recommendations to the Planning Board.
C. 
The Planning Board shall grant or deny the application within the following time periods after submission of a complete application, prescribed below, or within such further time as may be consented to by the applicant. The approval of any site plan by the appropriate approval agency shall establish the exact use of all buildings, structures and improvements and shall be limited to those uses as indicated on the approved plan. Any deviation in the use of the site, or any part thereof, from the approved plan shall be deemed a violation of this chapter.
[Amended 7-9-1987 by Ord. No. 22-87; 12-11-1997 by Ord. No. 34-97]
Type of Application
Period of Time for Action by Planning Board
(days)
Minor subdivision or resubdivision
45
Preliminary plat
10 lots or less
45
More than 10 lots
95
Preliminary site plan
10 acres of land or less and
45
10 or fewer dwelling units
More than 10 acres of land or more than 10 dwelling units
95
Final plat
45
Final site plan
45
Conditional use site plan
95
Any application involving a variance
120
D. 
Failure of the Planning Board to act within the period prescribed above shall constitute approval; provided, however, that any applicant who wishes to claim approval of his application for development by reason of the failure of the municipal agency to grant or deny approval with the time periods as set forth in this section shall:
[Amended 7-9-1987 by Ord. No. 22-87]
(1) 
Provide notice of the default approval to the municipal agency and to all those entitled to notice by personal service or certified mail of the hearing on the application for development; but for purposes of determining who is entitled to notice, the hearing on the application for development shall be deemed to have required public notice pursuant to Subsection a of Section 7.1 of P.L. 1975, c. 291 (N.J.S.A. 40:55D-12).
(2) 
Arrange publication of a notice of the default approval in the official newspaper of general circulation in the municipality.
(3) 
File an affidavit of proof of service and publication with the Board Secretary.
[Amended 5-8-2014 by Ord. No. 17-14]
E. 
Whenever review or approval of an application by the County Planning Board is required by the County Land Development Standards, the Planning Board shall condition any approval that it grants upon timely receipt of a favorable report on the application by the County Planning Board or approval by the County Planning Board by its failure to report thereon within the required time period.
F. 
If the scheduled time of the Planning Board meeting allows insufficient time for the Board to reach a determination regarding action on an application within the time prescribed in this section, the applicant shall be requested to consent to an extension of time.
G. 
Prior to returning the approved plat or site plan to the applicant, the applicant shall submit sufficient copies to the Secretary of the Planning Board in order to furnish a copy to each of the following;
(1) 
Municipal Clerk.
(2) 
Municipal Engineer.
(3) 
Building Inspector.
(4) 
Zoning Officer.
(5) 
Tax Assessor.
(6) 
Planning Board.
(7) 
County Planning Board.
H. 
Certificate of approval.
(1) 
The prospective purchaser, prospective mortgagee or any other person interested in any land which forms part of a subdivision, or which formed part of such a subdivision three years preceding the effective date of the Municipal Land Use Law (N.J.S.A. 40:55D-1 et seq.), may apply, in writing, to the Board Secretary for the issuance of a certificate certifying whether or not such subdivision has been approved by the Planning Board. Such application shall contain a diagram showing the location and dimension of the land to be covered by the certificate and the name of the owner thereof.
[Amended 5-8-2014 by Ord. No. 17-14]
(2) 
The Board Secretary shall make and issue such certificate within 15 days after the receipt of such written application and the fees therefor. The Board Secretary shall keep a duplicate copy of each certificate, consecutively numbered, including a statement of the fee charged, in a binder as a permanent record of his office.
[Amended 5-8-2014 by Ord. No. 17-14]
(3) 
Each such certificate shall be designated a "certificate as to approval of subdivision of land" and shall certify:
(a) 
Whether there exists in the Township of Hanover a duly established Planning Board and whether there is an ordinance controlling the subdivision of land adopted under the authority of the Municipal Land Use Law (N.J.S.A. 40:55D-1 et seq.).
(b) 
Whether the subdivision, as it relates to the land shown on said application, has been approved by the Planning Board, and, if so, the date of such approval and any extensions and terms thereof, showing that the subdivision of which the lands are a part is a validly existing subdivision.
(c) 
Whether such subdivision, if the same has not been approved, is statutorily exempt from the requirement of approval as provided in this chapter and the Municipal Land Use Law (N.J.S.A. 40:55D-1 et seq.). The Board Secretary shall receive for such certificate issued a fee not in excess of those provided in N.J.S.A. 54:5-14 and 54:5-15, pursuant to § 166-48 of this chapter. The fees so collected by such official shall be paid to the Township of Hanover.
[Amended 5-8-2014 by Ord. No. 17-14]

§ 166-60 Submission of concept plan.

At the request of the developer, the Planning Board shall grant an informal review of a concept plan for a development for which the developer intends to prepare and submit an application for development. This step is optional and is recommended by the Planning Board. The concept plan is designed to enable the Planning Board and the applicant to discuss and evaluate principles and potential problems involved before the applicant has gone to the expense of completing detailed engineering drawings as required for further processing of the development application. The developer shall not be bound by any concept plan for which review is requested, and the Planning Board shall not be bound by any such review.

§ 166-61 Submission of minor subdivision application.

A. 
Prior to the subdividing or resubdividing of any land within the Township of Hanover, so as said subdivision constitutes a minor subdivision as defined in § 166-4 of this chapter, a minor subdivision application shall be filed in accordance with § 166-58 above and shall contain all data and information required in § 166-83.
B. 
If classified and approved as a minor subdivision by the Planning Board, a notation to that effect will be made on the minor subdivision plat. The Chairman and Secretary of the Planning Board shall sign said minor subdivision, and said approval shall be deemed to be final approval. Said minor subdivision, after approval, shall be returned to the subdivider within one week following the signing of said plat by the Chairman and Secretary.
C. 
Approval of a minor subdivision shall expire 190 days from the date of municipal approval unless within such period a plat in conformity with such approval and the provisions of the Map Filing Law, P.L. 1960, c. 141 (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 Municipal Engineer and the Municipal Tax Assessor. Any such plat or deed accepted for such filing shall have been signed by the Chairman and Secretary of the Planning Board. In reviewing the application for development for a proposed minor subdivision, the Planning Board may be permitted by ordinance to accept a plat not in conformity with the Map Filing Act, P.L. 1960, c. 141 (N.J.S.A. 46:23-9.9 et seq.), provided that, if the developer chooses to file the minor subdivision as provided herein by plat rather than deed, such plat shall conform to the provisions of said Act.
D. 
The zoning requirements and general terms and conditions, whether conditional 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 in this section.
E. 
If the application for a minor subdivision is classified as a major subdivision, the subdivider will be so notified. No further Planning Board action on the application shall be required, and the subdivider shall follow the procedures contained herein for processing approval of a preliminary and final plat of a major subdivision.
F. 
The Board may extend the one-hundred-ninety-day period for filing a minor subdivision plat or deed set forth in Subsection C above if the developer proves to the reasonable satisfaction of the Board that the developer was barred or prevented, directly or indirectly, from filing because of delays in obtaining legally required approvals from other governmental or quasi-governmental entities and that the developer applied promptly for and diligently pursued the required approvals. The length of the extension shall be equal to the period of delay caused by the wait for the required approvals, as determined by the Board. The developer may apply for the extension either before or after what would otherwise be the expiration date.
[Amended 12-11-1997 by Ord. No. 34-97]

§ 166-62 Preliminary plat and preliminary site plan.

A. 
Any application for approval of a preliminary plat or preliminary site plan shall be filed in accordance with § 166-58 of this article and shall contain all information as required in § 166-84 or 166-86, as the case may be. The application will be forwarded to the Planning Board or Board of Adjustment for processing as herein required. The Subdivision Committee shall report to the Planning Board on all subdivision applications, and the Site Plan Committee shall report to the Board on site plan applications.
B. 
If the Committee processing an application finds that said application is in substantial compliance with the provisions of this chapter, it shall so report to the Board, and the Planning Board shall schedule a hearing on the application pursuant to Article VI of this chapter. If the application is found to be not in compliance, the Committee shall so inform the applicant and shall require the filing of an amended application which shall be processed as in the case of the original application.
C. 
The time allowed for the installation of the improvements for which the performance guaranty has been provided may be extended by the governing body by resolution. As a condition or as part of any such extension, the amount of any performance guaranty shall be increased or reduced, as the case may be, to an amount not to exceed 120% of the cost of the installation as determined as of the time of passage of the resolution.
D. 
Rights conferred by preliminary approval.
(1) 
Preliminary approval shall, except as provided in Subsection D(2) of this section, confer upon the applicant the following rights for a three-year period from the date of the preliminary approval.
(a) 
That the general terms and conditions on which preliminary approval was 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; and, in the case of a site plan, any requirements peculiar to site plan approval pursuant to § 166-92, except that nothing herein shall be construed to prevent the municipality from modifying by ordinance such general terms and conditions of preliminary approval as relate to public health and safety.
(b) 
That 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 or site plan, as the case may be.
(c) 
That the applicant may apply for and the Planning Board 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.
(2) 
In the case of a subdivision of or site plan for an area of 50 acres or more, the Planning Board may grant the rights referred to in Subsection D(1)(a), (b) and (c) 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 nonresidential floor area permissible under preliminary approval, economic conditions and the comprehensiveness of the development. The applicant may apply for thereafter and the Planning Board may thereafter grant an extension to preliminary approval for such additional period of time as shall be determined by the Planning Board to be reasonable, taking into consideration the number of dwelling units and nonresidential floor area permissible under preliminary approval, the potential number of dwelling units and 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 may govern.
E. 
Whenever the Board grants an extension of preliminary major site plan or preliminary major subdivision approval as indicated above and the 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.
[Added 12-11-1997 by Ord. No. 34-97]

§ 166-63 Installation of improvements or provision of guarantees required before final approval; scope of performance guarantees.

Before recording of final subdivision plats or deeds and/or as a condition of final site plan approval and/or as a condition to the issuance of a zoning permit, the applicant shall have installed all required improvements; provided, however, that the Township agency may require and shall accept performance and maintenance guarantees for the purpose of assuring the installation and maintenance of certain on tract improvements. Such performance and maintenance guarantees shall be in accordance with the provisions of this article. In the event that final approval is by stages or sections of development as provided by this chapter, the provisions of this article shall be applied by stage or section of development. The nature and scope of required performance guarantees shall be as follows:
A. 
Public improvements. Performance guarantees shall be provided for those improvements required by an approval or developer's agreement, ordinance, or regulation to be dedicated to a public entity, and that have not yet been installed for the following improvements as shown on the approved plans or plat: streets, pavement, gutters, curbs, sidewalks, street lighting, street trees, surveyor's monuments, as shown on the final map and required by the Map Filing Law, P.L. 1960, c. 141 (N.J.S.A. 46:23-9.9 et seq.; repealed by Section 2 of P.L. 2011, c. 217) or N.J.S.A. 46:26B-1 through N.J.S.A. 46:26B-8, water mains, sanitary sewers, community septic systems, drainage structures, public improvements of open space, and any grading necessitated by the preceding improvements.
B. 
Perimeter buffers. Performance guarantees shall be provided, within an approved phase or section of a development, privately owned perimeter buffer landscaping, as required by this chapter or imposed as a condition of approval.
C. 
Safety and stabilization. A safety and stabilization guarantee, in favor of the Township, shall be provided, when required by the approving agency, for the purpose of returning property that has been disturbed to a safe and stable condition or otherwise implementing measures to protect the public from access to an unsafe or unstable condition.
D. 
Temporary certificates of occupancy. In the event that the developer shall seek a temporary certificate of occupancy for a development, unit, lot, building, or phase of development, as a condition of the issuance thereof, the developer shall furnish a separate guarantee, referred to herein as a "temporary certificate of occupancy guarantee." Such guarantee shall cover the cost of installation of only those improvements or items which remain to be completed or installed under the terms of the temporary certificate of occupancy and which are required to be installed or completed as a condition precedent to the issuance of the permanent certificate of occupancy for the development, unit, lot, building or phase of development and which are not covered by an existing performance guarantee. The scope and amount of the temporary certificate of occupancy guarantee shall be determined by the Township Engineer.
E. 
Successor developer. In the event that a successor developer to the original developer becomes responsible for completion of the required improvements, the successor developer shall furnish a replacement performance guarantee.

§ 166-64 Amount and form of performance guarantees.

A. 
Amount. The amount of any performance guarantees required by this chapter shall be as follows:
(1) 
Public improvements. The performance guarantee shall be in an amount not to exceed 120% of the cost of installation of only those improvements required by an approval or developer's agreement, ordinance, or regulation to be dedicated to a public entity, and that have not yet been installed, which cost shall be determined by the Township Engineer, according to the method of calculation set forth in Section 15 of P.L. 1991, c. 256 (N.J.S.A. 40:55D-53.4), for the following improvements as shown on the approved plans or plat: streets, pavement, gutters, curbs, sidewalks, street lighting, street trees, surveyor's monuments, as shown on the final map and required by the Map Filing Law, P.L. 1960, c. 141 (N.J.S.A. 46:23-9.9 et seq.; repealed by Section 2 of P.L. 2011, c. 217) or N.J.S.A. 46:26B-1 through N.J.S.A. 46:26B-8, water mains, sanitary sewers, community septic systems, drainage structures, public improvements of open space, and any grading necessitated by the preceding improvements.
(2) 
Perimeter buffers. At the developer's option, any required performance guarantee for privately owned perimeter buffer landscaping may be posted either as a separate guarantee or as a line item of the performance guarantee required by this article. The amount of the perimeter buffer landscaping guarantee shall be calculated in the same manner as for the performance guarantee in Subsection A above.
(3) 
Safety and stabilization. At the developer's option, any required safety and stabilization guarantee may be furnished either as a separate guarantee or as a line item of the performance guarantee required by this article. The amount of such guarantee shall be as follows:
(a) 
The amount of a safety and stabilization guarantee for a development with bonded improvements in an amount not exceeding $100,000 shall be $5,000.
(b) 
The amount of a safety and stabilization guarantee for a development with bonded improvements exceeding $100,000 shall be calculated as a percentage of the bonded improvement costs of the development or phase of development as follows:
[1] 
$5,000 for the first $100,000 of bonded improvement costs; plus
[2] 
Two and a half percent of bonded improvement costs in excess of $100,000 up to $1,000,000; plus
[3] 
One percent of bonded improvement costs in excess of $1,000,000.
(4) 
Temporary certificates of occupancy. The amount of any temporary certificate of occupancy guarantee shall be determined by the Township Engineer.
B. 
Appeal of disputed performance guarantee amounts. The developer may appeal the Township Engineer's estimate of the cost of improvements for purposes of furnishing a performance guarantee. Such appeal shall be made in accordance with the procedures set forth in § 166-48C(7).
C. 
Form of guarantee. At least 10% of the performance guarantee shall be in the form of cash or a certified check made payable to the Township of Hanover. The balance of the performance guarantee shall be in the form of any security issued by an institution authorized to issue such securities in the State of New Jersey and which may be accepted by the Township and approved by the Township Attorney, including but not limited to surety bonds, cash and letters of credit; provided that the Township shall only accept an irrevocable letter of credit if it:
(1) 
Constitutes an unconditional payment obligation of the issuer running solely to the Township for an express initial period of time in the amount determined pursuant to this chapter;
(2) 
Is issued by a banking or savings institution authorized to do and doing business in the State of New Jersey;
(3) 
Is for a period of at least one year; and
(4) 
Permits the Township to draw upon the letter of credit if the obligor fails to furnish another letter of credit which complies with the provisions of this section 30 days or more in advance of the expiration date of the letter of credit or such longer period in advance thereof as is stated in the letter of credit.
D. 
Guarantee from successor developer. The Township Committee or an approving authority may accept a performance guarantee in favor of the Township from a successor developer as a replacement for a performance guarantee that was previously furnished, pursuant to Section 41 of P.L. 1975, c. 291 (N.J.S.A.40:55D-53), for the purpose of assuring the installation of improvements. An approving authority shall notify the governing body whenever it accepts a replacement performance guarantee. Notice shall contain a copy of the written confirmation of the new obligor's intent to furnish a replacement performance guarantee and the Township Engineer's written verification of the sufficiency of the amount of that replacement performance guarantee. Except as otherwise provided by an ordinance requiring a successor developer to furnish a replacement performance guarantee, the Township Committee or approving authority shall not accept a replacement performance guarantee without securing:
(1) 
Written confirmation from the new obligor that the intent of the new obligor is to furnish a replacement performance guarantee, relieving the predecessor obligor and surety, if any, of any obligation to install improvements; and
(2) 
Written verification from the Township Engineer that the replacement performance guarantee is of an amount sufficient to cover the cost of the installation of improvements, but not to exceed 120% of the cost of the installation, which verification shall be determined consistent with section 41 of P.L. 1975, c. 291 (N.J.S.A. 40:55D-53).

§ 166-65 Duration of performance guarantee.

A. 
Term of guarantee. The performance guarantee shall state the time period within which all improvements are to be installed by the developer, which shall be as set forth in the developer's agreement with the Township.
B. 
Extension of time allowed for completion of improvements. The time allowed for installation of the improvements for which the performance guarantee has been provided may be extended by the Township Committee by resolution. As a condition or as part of any such extension, the amount of any performance guarantee shall be increased or reduced, as the case may be, to an amount not to exceed 120% of the cost of the installation at the time of the resolution. The cost of installation shall be determined by the Township Engineer as provided herein for the initial cost determination.

§ 166-66 Failure to complete improvements within time specified.

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. The Township may, either prior to or after receipt of the proceeds thereof, complete such improvements or use said funds to restore the property to a safe condition so that the subject property in its unfinished development state does not adversely affect the public safety or adversely impact the environment. The following shall apply:
A. 
Any completion of correction of improvements shall be subject to the public bidding requirements of the Local Public Contracts Law.
B. 
If a safety and stabilization guarantee was required pursuant to § 166-63C, the Township may utilize such guarantee only in the circumstance that:
(1) 
Site disturbance has commenced and, thereafter, all work on the development has ceased for a period of at least 60 consecutive days following such commencement for reasons other than force majeure; and
(2) 
Work has not recommenced within 30 days following the provision of written notice by the Township to the developer of the Township's intent to claim payment under the guarantee.
C. 
The Township shall not provide notice of its intent to claim payment under a safety and stabilization guarantee until a period of at least 60 days has elapsed during which all work on the development has ceased for reasons other than force majeure. The Township shall provide written notice to a developer by certified mail or other form of delivery providing evidence of receipt.

§ 166-67 Release of performance guarantees.

Release of performance guarantees shall be in accordance with the following procedures:
A. 
Upon substantial completion of all required street improvements (except for the top course) and appurtenant utility improvements and the connection of the same to the public system, the obligor may request of the Township Committee that the Township Engineer prepare a list of all uncompleted or unsatisfactory completed improvements. The request to the Township Committee shall be made in writing by certified mail addressed to the Township Clerk, with a copy of the request to be sent to the Township Engineer. The request shall indicate which improvements have been completed and which improvements remain uncompleted in the judgment of the obligor.
B. 
Upon receiving the obligor's request, 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 Committee and shall simultaneously send a copy thereof to the obligor not later than 45 days after receipt of the obligor's request.
C. 
The detailed list prepared by the Township Engineer shall be in accordance with the itemized cost estimate prepared by the Township Engineer, which estimate shall have been appended to the performance guarantee as required herein. 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.
D. 
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. The recommended reduction shall be in accordance with the itemized cost estimate prepared by the Township Engineer, which cost estimate shall have been appended to the performance guarantee as required herein.
E. 
The Township Committee, by resolution, shall either approve the improvements determined to be complete and satisfactory by the Township Engineer or reject any or all of these improvements. The cause for any rejection shall be stated in the Committee's resolution. If any portion of the required improvements is rejected, the approving authority may require the obligor to complete or correct such improvements and, upon completion or correction, the same procedure of notification as required herein shall be followed.
F. 
For accepted improvements, the Township Committee shall approve and authorize the amount of reduction to be made in the performance guarantee relating to the improvements accepted. Any authorized reduction shall be in accordance with the itemized cost estimate prepared by the Township Engineer, which cost estimate shall have been appended to the performance guarantee as required herein. The resolution shall be adopted not later than 45 days after receipt of the list and report prepared by the Township Engineer.
G. 
Any partial reduction granted in the performance guarantee as provided herein shall be applied to the cash deposit in the same proportion as the original cash deposit bears to the full amount of the performance guarantee.
H. 
Upon posting of a temporary certificate of occupancy guarantee, all sums remaining under a performance guarantee required pursuant to § 166-63A which relate to the development, unit, lot, building, or phase of development for which the temporary certificate of occupancy is sought shall be released.
I. 
At no time may the Township hold more than one guarantee or bond of any type with respect to the same line item. The temporary certificate of occupancy guarantee shall be released by the Township Engineer upon the issuance of a permanent certificate of occupancy with regard to the development, unit, lot, building, or phase as to which the temporary certificate of occupancy relates.
J. 
The Township shall release a separate safety and stabilization guarantee to a developer upon the developer's furnishing of a performance guarantee which includes a line item for safety and stabilization in the amount required by § 166-64A(3).
K. 
The Township shall release a safety and stabilization guarantee upon the Township Engineer's determination that the development of the project site has reached a point that the improvements installed are adequate to avoid any potential threat to public safety. The safety and stabilization guarantee shall be reduced by the same percentage as the performance guarantee is being reduced at the time of each performance guarantee reduction.
L. 
Within 30 days after receiving notice from the approving authority of its acceptance of a replacement performance guarantee, the Township Committee, by resolution, shall release the predecessor obligor from liability pursuant to its performance guarantee.
M. 
For the purpose of releasing the obligor from liability pursuant to its performance guarantee, the amount of the performance guarantee attributable to each approved bonded improvement shall be reduced by the total amount for each such improvement, in accordance with the itemized cost estimate prepared by the Township Engineer and appended to the performance guarantee pursuant to § 166-63A, including any contingency factor applied to the cost of installation. If the sum of the approved bonded improvements would exceed 70% of the total amount of the performance guarantee, then the Township may retain 30% of the amount of the total performance guarantee and safety and stabilization guarantee to ensure completion and acceptability of bonded improvements, as provided above, except that any amount of the performance guarantee attributable to bonded improvements for which a temporary certificate of occupancy guarantee has been posted shall be released from the performance guarantee even if such release would reduce the amount held by the Township below 30%.

§ 166-68 Release from liability upon acceptance of improvements; acceptance of dedicated improvements.

Upon adoption of the resolution by the Township Committee approving certain completed improvements, the obligor shall be released from all liability pursuant to its performance guarantee, with respect to those approved improvements. The following shall apply:
A. 
To the extent that any of the improvements have been dedicated to the Township on the subdivision plat or site plan, the Township Committee shall be deemed, upon the release of any performance guarantee required pursuant to § 166-63A, to accept dedication for public use of streets or roads and any other improvements made thereon according to site plans and subdivision plats approved by the approving authority, provided that such improvements have been inspected and have received final approval by the Township Engineer.

§ 166-69 Failure of Township Engineer or Committee to act.

If the Township Engineer or Township Committee fails to act on the request for release of a performance guarantee within the time required herein, the obligor may apply to the court in the manner provided below, provided that nothing herein shall be construed to limit the right of the obligor to contest by legal proceedings any determination of the Township Committee or the Township Engineer.
A. 
If the Township Engineer fails to send or provide the list and report as requested by the obligor as required herein within 45 days from receipt of the request, the obligor may apply to the court in a summary manner for an order compelling the Township Engineer to provide the list and report within a stated time. The cost of applying to the court, including reasonable attorney's fees, may be awarded to the prevailing party.
B. 
If the Township Committee fails to approve or reject the improvements determined by the Township Engineer to be complete and satisfactory or reduce the performance guarantee for the complete and satisfactory improvements within 45 days from the receipt of the Township Engineer's list and report, the obligor may apply to the court in a summary manner for an order compelling, within a stated time, approval of the complete and satisfactory improvements and approval of a reduction in the performance guarantee for the approvable complete and satisfactory improvements in accordance with the itemized cost estimate prepared by the Township Engineer, which cost estimate shall have been appended to the performance guarantee as required herein. The cost of applying to the court, including reasonable attorney's fees, may be awarded to the prevailing party.

§ 166-70 Maintenance guarantees.

A. 
Public improvements and perimeter buffers. If required by the developer's agreement with the Township, the developer shall post with the Township, prior to the release of a performance guarantee required pursuant to § 166-63A and/or B, a maintenance guarantee for such improvements.
B. 
Private stormwater management improvements. If required by the developer's agreement with the Township, the developer shall post with the Township, upon the inspection and issuance of final approval of the following private site improvements by the Township Engineer, a maintenance guarantee for the following private site improvements: stormwater management basins, in-flow and water quality structures within the basins, and the out-flow pipes and structures of the stormwater management system.
C. 
Except as specifically provided otherwise below, maintenance guarantees shall be administered in the same manner as performance guarantees as provided by this chapter.
(1) 
Amount of maintenance guarantee. The maintenance guarantee shall be in favor of the Township of Hanover in an amount equal to 15% of the cost of such improvements. In the event of improvements for which a performance guarantee was issued, the amount of the maintenance guarantee shall equal 15% of the cost of those improvements for which the guarantee(s) is(are) being released. The cost of said improvements shall be determined by the Township Engineer in the same manner as provided herein for performance guarantees.
(2) 
Appeal of disputed maintenance guarantee amounts. The developer may appeal the Township Engineer's estimate of the cost of improvements for purposes of furnishing a maintenance guarantee. Such appeal shall be made in accordance with the procedures set forth in § 166-48C(7).
(3) 
Form of guarantee. The maintenance guarantee shall be in the form of any security issued by an institution authorized to issue such securities in the State of New Jersey and which may be accepted by the Township and approved by the Township Attorney, including but not limited to surety bonds, cash and letters of credit, provided that acceptance of irrevocable letters of credit shall be subject to the same conditions as provided herein for performance guarantees.
(4) 
Term of maintenance guarantee. The maintenance guarantee shall be required to run for a period of two years, which shall be stated in the guarantee, and shall automatically expire at the end of the established term.

§ 166-71 Exception for improvements related to other jurisdictions.

In the event that other governmental agencies or public utilities automatically will 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.

§ 166-72 Developer's agreement.

Prior to any construction and coincident with the furnishing of the performance guarantee by the developer, the developer shall enter into a developer's agreement with the Township Committee incorporating all of the terms and conditions of approval as required by the Board. In addition the developer's agreement may impose and describe the terms of other matters that may or may not be specified in the approval, including but not limited to the following:
A. 
Procurement of necessary drainage, utility, access, construction and other easements.
B. 
Revisions to the drainage plan as may be reasonably required by the Township Engineer before or during construction.
C. 
Construction-related provisions, such as permitted days and hours of construction, traffic controls, staging and storage of equipment and materials, site security, noise and dust controls, installation and use of temporary structures, etc.
D. 
Tree preservation, removal and replacement requirements.
E. 
Condominium requirements and documentation.
F. 
Compliance with state, county and other jurisdictional requirements.
G. 
Submission of as-built drawings.
H. 
Title 39 requirements.
I. 
Insurance, liability and indemnification requirements.

§ 166-73 Inspection of improvements and construction.

All improvements required by the Board, except electric, telephone, cable television, street lighting, gas, water and streets not under the jurisdiction of the Township of Hanover, shall be installed under the supervision and inspection of the Township Engineer. Such other improvements shall be installed under the supervision and inspection of the authority having jurisdiction over such improvements. No construction work covering the required improvements shall be commenced without the developer first notifying the Township Engineer and/or Construction Official, as applicable, that said construction work is about to take place. Such notice shall be given, in writing, to the Township Engineer at his office in the Municipal Building at least one week before the commencement of such work. No required improvements shall be covered with soil or other improvements until inspected and approved by the Township Engineer.

§ 166-74 Filing procedures.

Application for approval of a final plat or a final site plan shall be filed in accordance with § 166-58 and shall contain all the information prescribed in § 166-85 or 166-88, as the case may be. Said application shall be filed within the period prescribed in § 166-58B and may be for the whole or a section or sections of the preliminary plat or site plan, as the case may be. The application will be forwarded to the Planning Board or Board of Adjustment for processing as herein required.

§ 166-75 Hearing.

If the application is in compliance with the general terms and conditions of the preliminary approval of said application, the Board shall schedule a hearing on the application pursuant to Article VI of this chapter. If the application is found to be deficient in any respect, the Board shall so inform the applicant and shall require the filing of an amended application, which shall be processed as in the case of the original application.

§ 166-76 Granting of final approval.

After the Planning Board or Board of Adjustment, as the case may be, is satisfied that the proposed application, together with any conditions as imposed by said Board, meets all the conditions of preliminary approval, it shall grant final approval.

§ 166-77 Signing and filing of approved plan.

If final approval is granted, copies of the plat or site plan shall be signed by the Chairman and Secretary of the Board granting said approval, and the Secretary shall file the approved plans with the following;
A. 
Township Clerk.
B. 
Township Engineer.
C. 
Building Inspector.
D. 
Tax Assessor.
E. 
County Planning Board.

§ 166-78 Effect of final approval.

[Amended 12-11-1997 by Ord. No. 34-97]
A. 
The zoning requirements applicable to the preliminary approval first granted and all other right conferred upon the developer by preliminary approval, whether conditionally or otherwise, shall not be changed for a period of two years after the date on which the resolution of final approval is adopted, provided that in the case of a major subdivision the rights conferred herein shall expire if the plat has not been duly recorded within the time period provided herein.
B. 
If the developer has followed the standards prescribed for final approval and, in the case of a subdivision, has duly recorded the plat as required above, the Board may extend such period of protection for extensions of one year, but not to exceed three extensions. The developer may apply for an extension either before or after what would otherwise be the expiration date. Whenever the Board grants an extension of final approval and the final approval has expired before the date on which the extension is granted, the extension shall begin on what would otherwise be the expiration date.
C. 
In the case of a subdivision or site plan for a planned development of 50 acres or more, conventional subdivision or site plan for 150 acres or more or site plan for development of a nonresidential floor area of 200,000 square feet or more, the Board may grant the rights referred to in Subsection A above for such period of time, longer than two years, as shall be determined by the Board to be reasonable taking into consideration the number of dwelling units and nonresidential floor area permissible under final approval, economic conditions and the comprehensiveness of the development. The developer may apply for thereafter, and the Board may thereafter grant, an extension of final approval for such additional period of time as shall be determined by the Board to be reasonable taking into consideration the number of dwelling units and nonresidential floor area permissible under final approval, the number of dwelling units and nonresidential floor area remaining to be developed, economic conditions and comprehensiveness of the development.
D. 
Notwithstanding any other provisions of this chapter, the granting of final approval to the development or section of the development terminates the time period of protection for the preliminary approval granted to the same development or section of the development.

§ 166-79 Expiration of final approval of major subdivision.

A. 
Final approval of a major subdivision shall expire 95 days from the date of signing of the plat unless within such period the plat shall have been duly filed by the developer with the county recording officer. The Board may, for good cause shown, extend the period of recording for an additional period not to exceed 190 days from the date of signing of the plat. Furthermore, the Board may extend the ninety-five-day or one-hundred-ninety-day filing period if the developer proves to the reasonable satisfaction of the Board that the developer was barred or prevented, directly or indirectly, from filing because of delays in obtaining legally required approvals from other governmental or quasi-governmental entities and that the developer applied promptly for and diligently pursued the required approvals. The length of the extension shall be equal to the period of delay caused by the wait for the required approvals, as determined by the Board.
[Amended 12-11-1997 by Ord. No. 34-97]
B. 
No subdivision plat shall be accepted for filing by the county recording officer until it has been approved by the Planning Board, as indicated on the instrument by the signature of the Chairman and Secretary of the Planning Board, or a certificate has been issued pursuant to P.L. 1975, c. 291.[1] The signatures of the Chairman and Secretary of the Planning Board shall not be affixed until the developer has posted the guaranties required pursuant to §§ 166-63 through 166-71. If the county recording officer records any plat without such approval, such recording shall be deemed null and void.
[1]
Editor's Note: See N.J.S.A. 40:55D-1 et seq.

§ 166-80 Construal of provisions.

Nothing contained in this chapter shall be construed to permit the issuance of a building permit on any lot in a subdivision or on any lot requiring site plan approval until final approval as heretofore required is granted by the Planning Board or Board of Adjustment, as the case may be, and properly filed by the county recording officer in Morris County as herein required.

§ 166-81 Application form.

For purposes of completeness review only, three copies of the application form(s), completed and signed, shall be submitted. Thereafter, if the application is determined to be complete, the applicant shall submit 17 additional copies, for a total of 20 copies, of the appropriate application form(s), completed and signed. The application form shall be available in the office of the Land Use Administrator/Secretary of the Planning Board and Board of Adjustment. If the applicant believes that any item on the form is not applicable to the application, it shall be so indicated on the application form(s) by the words "not applicable," "none" or other appropriate language.

§ 166-82 Development plans.

All plans submitted with applications for subdivision and/or site plan approval shall comply with the following requirements and contain the following information. The applicant may request that one or more of the plan requirements be waived in accordance with § 166-35.
A. 
Number of copies. For purposes of completeness review only, three copies of the proposed plan(s) shall be submitted. Thereafter, if the application is determined to be complete, the applicant shall submit 17 additional copies, for a total of 20 copies, of any proposed plan(s).
B. 
Who may prepare. Any plan submitted as part of an application to a Township agency shall be prepared by an individual pursuant to the regulations in N.J.A.C. 13:27, 13:40, and 13:41, as amended, provided that the owner of a single-family detached or two-family dwelling may prepare the plan for his or her property involving such dwelling. The preparer of the plan, whether professional or owner, shall be identified on the plan and the plan preparer's signature and seal included on the plan.
C. 
Reference/record and regulatory information. The following reference, record and regulatory information shall be included on the development plans:
(1) 
Name(s) and address(es) of the applicant and owner.
(2) 
Name, address, signature and seal of plan preparer.
(3) 
Existing lot and block numbers of the property based upon the current Township tax maps.
(4) 
Existing street address of the property.
(5) 
Date(s) the plans were prepared and date(s) of all plan amendments.
(6) 
An index of all of the sheets comprising the plans, including the latest date of such sheets, located on the cover sheet or first sheet of the plan set.
(7) 
A blank rectangular area at least four inches wide by 2.25 inches high on the first sheet of the plan set. This space shall be reserved for the Township's standard signature block for the Chairman and Secretary of the Board.
(8) 
A reference note indicating the title, date and preparer of any previous survey and/or plan upon which the current plans are based.
(9) 
Scale of plans. All plans shall be drawn to scale, which shall not exceed 40 feet to the inch in the case of site plans and subdivisions, or 16 feet to the inch in the case of architectural plans; provided that the Board or its completeness designee(s) may permit a greater scale in exceptional situations.
(10) 
North arrow.
(11) 
Zone district within which the property is located, as well as the zone district of all adjacent properties.
(12) 
Information sufficient to demonstrate compliance with all applicable Township development regulations.
(13) 
To the extent relevant to the development application, a zoning chart/table indicating, at a minimum, the applicable requirements for lot area, lot width, lot depth, building height, yard depths (setbacks) for buildings and paved areas, floor area ratio, building coverage, improvement coverage, and number of required parking spaces, as well as the proposed condition for each of the foregoing.
(14) 
If the application is for a conditional use, a list of the conditional use regulations for the use and the proposed compliance with each regulation.
(15) 
A map of the properties located within 200 feet of the property being developed.
(16) 
Municipal boundary line(s), if any, crossing or abutting the subject property.
(17) 
Existing boundaries of the site(s) in question, with bearings and dimensions.
(18) 
Location, nature and width of existing easements or rights-of-way on or abutting the subject property, including but not limited to streets, utility and drainage easements, sight easements, access easements, slope easements and conservation easements.
(19) 
The required building envelope for the lot, showing graphically and by dimension the required minimum front, side and rear yard setbacks for the principal building.
(20) 
Any airport safety zones or subzones for the Morristown Airport affecting the property, as indicated on the Zoning Map.
(21) 
To the extent relevant to the development application, the location of any portion of the property that is not within a sanitary sewer service area. This information may be obtained from the Hanover Sewerage Authority or other sewerage authority having jurisdiction.
D. 
Environmental information.
(1) 
Location of streams, ponds and other water bodies, along with any regulated riparian buffers or zones.
(2) 
The location and elevation of any 100-year flood hazard areas and the location of floodways on the property. Such flood hazard areas and floodways shall be based upon the most recent Flood Insurance Rate maps prepared by the Federal Emergency Management Agency, as determined by the Township Engineer. If the development is subject to the Flood Hazard Area Control Act Rules, (N.J.A.C. 7:13), the location and elevations of the flood areas as determined by the NJDEP regulations shall be shown.
(3) 
When freshwater wetlands and/or required wetland transition areas as regulated by the NJDEP are present or suspected to be present on the property, one or more of the following:
(a) 
A letter of interpretation from the NJDEP indicating the presence or absence of freshwater wetlands, verifying the boundaries of freshwater wetlands, and classifying the wetlands by resource value.
(b) 
A letter of exemption from the NJDEP certifying that the proposed activity is exempt from the Freshwater Wetlands Protection Act and the wetland regulations.
(c) 
A copy of any application made to the NJDEP for any permit concerning a proposed regulated activity in or around freshwater wetlands.
(d) 
Other documentation, as determined to be sufficient by the Board or its completeness designee(s), demonstrating that no wetlands or wetland transition areas exist on the subject property, and demonstrating that no wetlands exist on adjacent property that would affect or limit the proposed development.
(4) 
If the subject property contains known or suspected soil and/or groundwater contamination, the location and description of such contamination, to the extent known, and the status of any cleanup or mitigation efforts.
E. 
Proposed lot numbers, street address, lot lines, easements and rights-of-way.
(1) 
If the existing lot boundaries are proposed to be changed, the proposed boundaries of the lot(s) in question, with bearings and dimensions of each boundary.
(2) 
The proposed number of each new and reconfigured lot. New and reconfigured lots shall be assigned a new lot number, which shall be based upon the original lot number with a number added as a subscript. For example, if an original lot numbered "3" is subdivided into two lots, the proposed lot numbers shall be 3.01 and 3.02, unless these numbers are already assigned to other lots, in which case the new lots shall be 3.03 and 3.04, and so forth.
(3) 
The existing and proposed street address of the property.
(4) 
For all subdivisions to be recorded by plat, information as required by the Title Recordation Act, N.J.S.A. 46:26A-1 et seq., 46:26B-1 et seq. and 46:26C-1 et seq.
(5) 
The location, nature and width of existing and proposed easements or rights-of-way on or abutting the subject property, including but not limited to streets, utility easements, drainage easements, sight easements, access easements, slope easements and conservation easements, if such easements may affect or be affected by the proposed development, as determined by the Board or its completeness designee(s).
F. 
Existing and proposed improvements and related information.
(1) 
Location of existing and proposed buildings on the property, with existing and proposed setbacks from property lines dimensioned on the plan.
(2) 
Location of existing buildings, paved areas, fences and walls, other improvements and trees on adjacent properties, if the same may affect, or be affected by, the proposed development.
(3) 
For new buildings and additions to existing buildings, or when required to determine compliance with floor area ratio and/or parking requirements, floor plans for existing and proposed buildings showing the use and layout of all building floors, along with the horizontal dimensions of all exterior walls.
(4) 
For new buildings and additions to existing buildings, facade elevations showing the extent and nature of the construction, including the wall and roof materials, colors and design.
(5) 
The vertical height of new buildings or additions, measured between the roof peak and the finished floor elevation of the building.
(6) 
If improvements (e.g., driveway openings, utility service connections, drainage pipes and other drainage structures, road widening, striping, curbing, walkways) are proposed within the street right-of-way, or if improvements located outside the street right-of-way are proposed to connect to existing improvements within the street right-of-way, or adjacent to the right-of-way, then the location, dimensions and nature of existing improvements located within the street right-of-way shall be shown.
(7) 
The location and design of any proposed streets or street modifications, including the proposed width, slopes, manhole and drainage inlet elevations, curbing, pavement specifications, striping, signage, street trees and signalization. When determined necessary by the Township Engineer, roadway profiles and/or cross sections shall be provided.
(8) 
Location of existing and proposed paved areas on the property, including parking areas, driveways, walkways, etc., showing the design of such areas. When relevant to the application, the dimensions of such areas and their setback from property lines shall be shown.
(9) 
The location and nature of existing and proposed utility services, including water supply, sanitary sewers, septic systems, gas, electric, telephone and cable television service, and any aboveground and underground fuel tanks. Such information shall include, but not be limited to, pipe sizes, materials, manhole locations and elevations, as applicable. When determined necessary by the Township Engineer, utility profiles shall be included.
(10) 
The location of fire hydrants which serve and/or are intended to serve the development.
(11) 
If buildings, impervious areas and/or substantial regrading are proposed, the location and nature of existing and proposed storm drainage improvements and drainage calculations. Such information shall include, but not be limited to, pipe sizes, slopes, materials, manhole and invert/outfall locations and elevations, as applicable, which shall be sufficient to demonstrate compliance with applicable stormwater runoff, water quality and groundwater recharge requirements. When determined necessary by the Township Engineer, drainage profiles shall be included.
(12) 
Location and description of existing and proposed street trees, shade trees and other landscaping. Information for proposed plantings shall include plant names, number of plants and planted size.
(13) 
Location and quantity of existing trees on the subject property. Applications for development that propose to remove regulated trees as set forth in § 166-131E shall provide the information required by § 166-110.1A.
(14) 
The location and design, including at least the height and materials, of existing and proposed fences and walls.
(15) 
The location and design of walkways, steps, ramps, patios, decks and similar improvements.
(16) 
Existing and proposed exterior lighting fixtures, to the extent relevant to the proposed development. If lighting is proposed, the height and location of the fixture(s), type of fixture(s), pole material, design of any shielding, shall be included on the plan. The manufacturer's isocandela diagram and/or an illumination grid shall be superimposed upon the site plan. The proposed illumination levels at the property lines shall be provided. Manufacturer's details of proposed light fixtures shall be submitted.
(17) 
If a sign or signs are proposed, the number, location, height, area, materials, color, design and illumination of such sign(s) shall be provided.
(18) 
Existing and proposed topographic contours, both for the property and for adjacent areas affecting or affected by the development. Contour intervals shall not exceed the following: up to 5% grade, one foot; over 5% grade, two feet. Contour elevations shall be referenced to the New Jersey State Plane Coordinates in NAD 83 and NAVD 88 elevations, unless waived by the Township Engineer.
(19) 
If regrading near existing buildings or paved areas is proposed, proposed spot grades at the corners of all buildings and in appropriate pavement locations, and the finished floor elevations of buildings.
(20) 
A soil erosion and sedimentation control plan, showing the limits of disturbance, any soil stockpiling, construction routes, silt fencing and other controls, unless waived by the Township Engineer.
(21) 
The location and design of areas to be used for the storage of refuse and/or recyclable materials. The storage and recycling of recyclable materials shall be required to comply with Chapter 154 of the Township Code, and all other applicable law.
(22) 
The nature, location, and design of any outdoor storage of vehicles, equipment or materials.
(23) 
The location, size and height of any exterior heating, ventilating or air-conditioning equipment and any exterior generators, whether mounted at grade level, on the roof of buildings, or in other exterior locations.
(24) 
Construction details and specifications sufficient to illustrate the nature of proposed site improvements, including but not limited to the following: paving, curbing, walls, fences, utility and storm drainage structures, soil erosion control structures, tree protection devices, light fixtures and standards, signs, planting and staking details, and barrier-free access design.
(25) 
Stormwater management information for major development. All major development as defined in § 166-104.1B shall submit the following additional plan information:
[Added 2-11-2021 by Ord. No. 3-2021]
(a) 
Topographic base map. The reviewing engineer may require upstream tributary drainage system information as necessary. It is recommended that the topographic base map of the site be submitted which extends a minimum of 200 feet beyond the limits of the proposed development, at a scale of one inch equals 200 feet or greater, showing two-foot contour intervals. The map as appropriate may indicate the following: existing surface water drainage, shorelines, steep slopes, soils, erodible soils, perennial or intermittent streams that drain into or upstream of the Category One waters, wetlands and floodplains along with their appropriate buffer strips, marshlands and other wetlands, pervious or vegetative surfaces, existing man-made structures, roads, bearing and distances of property lines, and significant natural and man-made features not otherwise shown.
(b) 
Project description and site plans. A map (or maps) at the scale of the topographical base map indicating the location of existing and proposed buildings roads, parking areas, utilities, structural facilities for stormwater management and sediment control, and other permanent structures. The map(s) shall also clearly show areas where alterations will occur in the natural terrain and cover, including lawns and other landscaping, and seasonal high groundwater elevations. A written description of the site plan and justification for proposed changes in natural conditions shall also be provided.
(c) 
Land use planning and source control plan. This plan shall provide a demonstration of how the goals and standards of § 166-104.1C through E are being met. The focus of this plan shall be to describe how the site is being developed to meet the objective of controlling groundwater recharge, stormwater quality and stormwater quantity problems at the source by land management and source controls whenever possible.
(d) 
Stormwater management facilities map. The following information, illustrated on a map of the same scale as the topographic base map, shall be included:
[1] 
Total area to be disturbed, paved or built upon, proposed surface contours, land area to be occupied by the stormwater management facilities and the type of vegetation thereon, and details of the proposed plan to control and dispose of stormwater.
[2] 
Details of all stormwater management facility designs, during and after construction, including discharge provisions, discharge capacity for each outlet at different levels of detention and emergency spillway provisions with maximum discharge capacity of each spillway.

§ 166-83 Supplemental documents and information.

All applications for subdivision and/or site plan approval shall include the following fees, deposits, and supplemental documents and information. The applicant may request that one or more of the requirements be waived in accordance with § 166-35.
A. 
The survey upon which the development plans are based. In the event that the survey does not accurately portray current conditions, an updated survey may be required.
B. 
Application fees and initial deposits for professional services, as applicable, as set forth in this chapter.
C. 
Certification from the Tax Collector indicating that all taxes, assessments and sewer bills for the subject property are paid up to and including the most recent collection period.
D. 
Certification from both the Board of Adjustment and the Planning Board indicating the nature and date of prior actions, if any, by the respective Boards affecting the subject property, as disclosed by the available records of such Boards. If there is a question concerning whether or not such prior action(s) may affect the proposed development, a copy of the resolution concerning such prior action(s) shall be submitted.
E. 
Certification from the Construction Official indicating the nature of any site plan exemption application actions, if any, by the Site Plan Exemption Committee, related to existing uses and improvements on the property.
F. 
A statement from the Zoning Officer of any pending enforcement actions related to zoning violations on the subject property.
G. 
If the Zoning Officer has issued a letter of denial for the proposed development, a copy of such letter.
H. 
If there are any covenants and/or deed restrictions that affect or are affected by the proposed development, a copy of such documents.
I. 
If the proposed development is restricted by any prior permits and/or other approvals from other governmental entities or public utilities, whether local, regional, county, state, or federal, a copy of such permits and/or other approvals including said restrictions.
J. 
When required by Chapter 162 of the Township Code, a hazardous substance questionnaire.
K. 
A certified list of current property owners and utilities located within 200 feet of the development property. The list is to be obtained by the applicant from the Deputy Township Clerk.
L. 
Stormwater management information for major development. All major development as defined in § 166-104.1. shall submit the following additional plan information:
[Added 2-11-2021 by Ord. No. 3-2021]
(1) 
Environmental site analysis. A written and graphic description of the natural and man-made features of the site and its surroundings should be submitted. This description should include a discussion of soil conditions, slopes, wetlands, waterways and vegetation on the site. Particular attention should be given to unique, unusual, or environmentally sensitive features and to those that provide particular opportunities or constraints for development.
(2) 
Calculations.
(a) 
Comprehensive hydrologic and hydraulic design calculations for the predevelopment and post-development conditions for the design storms specified in § 166-104.1D.
(b) 
When the proposed stormwater management control measures depend on the hydrologic properties of soils or require certain separation from the seasonal high water table, then a soils report shall be submitted. The soils report shall be based on on-site boring logs or soil pit profiles. The number and location of required soil borings or soil pits shall be determined based on what is needed to determine the suitability and distribution of soils present at the location of the control measure.
(3) 
Maintenance and repair plan. The design and planning of the stormwater management facility shall meet the maintenance requirements of Subsection J in § 166-104.1.

§ 166-90 Installation of improvements or performance guaranties.

[Amended 12-11-1997 by Ord. No. 34-97]
Prior to the granting of final approval of a major subdivision plat or site plan, the applicant shall have installed the improvements described below or furnished performance guaranties as set forth in Article X above for the ultimate installation of such improvements.

§ 166-91 Required improvements for all major subdivisions.

[Amended 7-9-1987 by Ord. No. 22-87; 12-11-1997 by Ord. No. 34-97]
The following improvements shall be required for all major subdivisions, except as may be provided otherwise by the New Jersey Residential Site Improvement Standards, N.J.A.C. 5:21:
A. 
All streets shall be surfaced in accordance with applicable standards and specifications of the Township of Hanover. All driveways shall be similarly surfaced between the property line and curbing, or, if sidewalk is installed, the driveway shall be paved between the walk and the curb. Such construction shall be subject to inspection and approval by the Municipal Engineer.
B. 
Street name signs shall be placed at all street intersections within or abutting the subdivision. Such signs shall be of a type approved by the Township of Hanover and shall be placed in accordance with the standards of the Township of Hanover.
C. 
Belgian block or granite block curbs shall be constructed on both sides of the pavement in accordance with the standards and specifications of the Township. Sidewalks shall be constructed and provided in accordance with the standards and specifications of the Township of Hanover.
D. 
Provisions shall be made for culverts, catch basins, stormwater drains and other necessary drainage facilities. All such installations shall be connected with an adequate approved system and shall be adequate for all present and future development of the subdivision and surrounding areas and subject to the approval of the Township Engineer.
E. 
Water mains are to be installed in accordance with the standards and specifications of the Southeast Morris County Municipal Utilities Authority.
F. 
Where a public sanitary sewer system is accessible, each lot within a subdivision shall be provided with sewage disposal facilities by the required extension of sewer mains and connection thereto. All such installations shall be made in accordance with construction standards of the Township and approved by the Engineer and the Hanover Sewerage Authority.
G. 
Where a public sanitary sewer system is not accessible, the subdivider shall construct an individual sewage disposal system for each lot or may be required to install sewer lines and a private sanitary sewer disposal plant. All such installations shall be subject to the approval of local and state health agencies, the Township Engineer and the Hanover Sewerage Authority.
H. 
Monuments are to be of the size and type required by Chapter 141 of the Laws of 1960[1] and shall be placed in accordance with the requirements of said statute and the specifications of the Township.
[1]
Editor's Note: See N.J.S.A. 46:23-9.9 et seq.
I. 
Shade trees shall be planted and provided for in all major subdivisions in accordance with the recommendations of the Planning Board. Such shade trees provided shall be subject to inspection and approval by the Township Engineer.
J. 
Fire hydrants and fire alarm boxes shall be installed at intervals as directed by the Planning Board and Fire Departments in accordance with the standards of the National Board of Fire Underwriters.
K. 
Streetlights shall be installed at locations as directed by the Planning Board. The developer shall be responsible for the contribution fixture rate as defined in this chapter.[2]
[2]
Editor's Note: See § 166-4 of this chapter.
L. 
No topsoil shall be removed from the site or used as spoil without the permission of the Township Committee. In addition, topsoil displaced during the course of construction shall be redistributed in the subdivision to provide equal distribution of cover to all areas of the subdivision not occupied by any structures or other lot improvements. In no case shall the depth of topsoil be less than four inches. All areas of the subdivision that are required to be covered with topsoil shall be graded and seeded with grass lawn seed as approved by the Planning Board.
M. 
All stumps, litter, rubbish, brush, weeds, dead and dying trees, roots and debris shall be removed or destroyed immediately upon the request of and to the satisfaction of the Township Engineer. None of the same shall be buried without written permission of the Municipal Engineer. A copy of such written permission shall be filed with the Planning Board.
N. 
The Board may require other improvements where specific problems peculiar to any particular development exist which are likely to be detrimental to the public safety and general welfare of the Township.

§ 166-92 Required improvements for all site plans.

[Amended 8-11-1988 by Ord. No. 19-88; 12-11-1997 by Ord. No. 34-97]
The following improvements shall be required for all site plans, except as may be provided otherwise by the New Jersey Residential Site Improvement Standards, N.J.A.C. 5:21:
A. 
Off-street parking areas as regulated in Article XXIII of this chapter.
B. 
Sidewalks shall be constructed on the site to adequately serve pedestrian traffic as required by the Planning Board.
C. 
All portions of the property not used for off-street parking shall be attractively landscaped with grass lawns, trees and shrubs as approved by the Planning Board.
D. 
Stormwater drainage facilities and underground utilities as required and approved by the Planning Board.
E. 
Recyclable materials.
(1) 
Adequate provision shall be made for an area to collect recyclable materials as set forth in the Township's Recycling Ordinance, Ordinance No. 13-88, as amended.[1] The applicant shall submit a recycling plan which will detail, among other things:
(a) 
The size, shape and materials of construction of the recycling area.
(b) 
Name and address of the collector of recycled materials.
(c) 
If recycled materials will be transferred to the Township's recycling center or taken to some other location.
(d) 
Frequency of collection.
[1]
Editor's Note: See Ch. 154, Garbage, Rubbish and Refuse, Art. II, Recycling.
(2) 
All recycling areas shall be in a location on site as approved by the Planning Board and shall be adequately screened so that no recycled material is visible from the property line containing said area.
(3) 
New multifamily housing developments shall conform with the model ordinance promulgated by the New Jersey Department of Environmental Protection and Department of Community Affairs pursuant to Section 2 of P.L. 1993, c. 81 (N.J.S.A. 13:1E-99.13a) regarding the inclusion of facilities for the collection or storage of source-separated recyclable materials.

§ 166-93 Condition of preliminary approval.

As a condition of preliminary approval and prior to any construction or the filing of an application for final approval of a subdivision or a site plan, the applicant shall have posted a performance guaranty or, with the consent of the Township installed, in the manner provided below with respect to the immediate or ultimate installation of any required off-tract improvements.

§ 166-94 Allocation of costs; criteria in determining allocation.

The allocation of costs for off-tract improvements as between the applicant, other property owners and the Township, or any one or more of the foregoing, shall be determined by the Planning Board, with the assistance of the appropriate Township agencies, on the basis of the total cost of the off-tract improvements, the increase in market values of the property affected and any other benefits conferred, the needs created by the application, population and land use projections for the general area of the applicant's property and other areas to be served by the off-site improvements, the estimated time of construction of the off-site improvements and the condition and periods of usefulness, which periods may be based upon the criteria of N.J.S.A. 40A:2-22. Requirements for off-tract improvements shall be consistent with Section 30 of P.L, 1975, c. 291.[1] In addition, the following criteria may also be considered, as well as any other reasonable criteria the Board feels are necessary to protect the health, safety and general welfare of the Township:
A. 
Street, curb, sidewalk, shade trees, streetlights, street signs and traffic light improvements may also be based upon the anticipated increase of traffic generated by the application. In determining such traffic increase, the Planning Board may consider traffic counts, existing and projected traffic patterns, the quality of roads and sidewalks in the area and other factors related to the need created by the application and the anticipated benefit thereto.
B. 
Drainage facilities may also be based upon or be determined by the drainage created by or affected by a particular land use, considering;
(1) 
The percentage relationship between the acreage of the application and the acreage of the total drainage basin.
(2) 
The use of a particular site and the amount of area to be covered by impervious surfaces on the site itself.
(3) 
The use, condition or status of the remaining area in the drainage basin.
C. 
Water supply and distribution facilities may also be based upon the added facilities required by the total anticipated water use requirements of the property of the applicant and other properties in the general area benefiting therefrom.
D. 
Sewerage facilities may be based upon the proportion that the total anticipated volume of sewage effluent of the applicant's property and other properties connected to the new facility bears to the existing capacity of existing sewerage facilities, including but not limited to lines and other appurtenances leading to and servicing the applicant's property. Consideration may also be given to the types of effluent and particular problems requiring special equipment or added costs for treatment. In the event that the applicant's property shall be permitted to be connected to existing sewer facilities, the applicant shall pay a charge or be assessed in accordance with the law.
[1]
Editor's Note: See N.J.S.A. 40:55D-42.

§ 166-95 Determination of cost of improvements.

The cost of installation of the required off-tract improvements shall be determined by the Planning Board with the advice of the Township Engineer and appropriate Township agencies.

§ 166-96 Manner of construction.

When those estimates are received, the Township Committee shall then decide whether the off-tract improvement is to be constructed:
A. 
By the Township as a general improvement;
B. 
By the Township as a local improvement; or
C. 
By the applicant under a formula providing for partial reimbursement by the Township for benefits or properties other than the subdivision or site plan.

§ 166-97 Amount of contribution.

When the manner of construction has been determined, the applicant may be required to provide a cash deposit to the Township of one of the following amounts:
A. 
If the improvement is to be constructed by the Township as a general improvement, an amount equal to the difference between the estimated cost of the improvement and the estimated total amount, if less, by which all properties to be serviced thereby, including the subject property, will be specifically benefited by the off-tract improvement.
B. 
If the improvement is to be constructed by the Township as a local improvement, then, in addition to the amount referred to in Subsection A above, the estimated amount by which the subject property will be specifically benefited by the off-tract improvement.
C. 
If the improvement is to be constructed by the applicant, an amount equal to the estimated cost of the off-tract improvement, less an offset for benefits to properties other than the subject property.

§ 166-98 Payment of allocated cost.

A. 
The estimated costs of the off-tract improvement allocated to the applicant, if deposited in cash, shall be paid by the applicant to the Township Treasurer, who shall provide a suitable depository therefor, and such funds shall be used only for the off-tract improvements for which they are deposited or improvements serving the same purpose unless such improvements are not initiated by the Township within a period of 10 years from the date of payment, after which time said funds so deposited shall be returned, together with accumulated interest or other income thereon, if any.
B. 
In the event that the payment by the applicant to the Township Treasurer provided for herein is less than its share of the actual cost of the off-tract improvements, then the applicant shall be required to pay its appropriate share of the cost thereof.
C. 
In the event that the payment by the applicant to the Township Treasurer provided for above is more than its appropriate share of the actual cost of installation of the off-tract improvements, the applicant or its successor or assigns shall be repaid an amount equal to the difference between the deposit and its share of the actual cost.
D. 
If the applicant shall deem that any of the amounts so estimated by the Planning Board are unreasonable, it may challenge them and seek to have them revised in appropriate proceedings brought to compel subdivision or site plan approval.
E. 
If the applicant and the Planning Board cannot agree with respect to the applicant's appropriate share of the actual cost of the off-tract improvement, or the determination made by the officer or Board charged with the duty of making assessments as to special benefits, if the off-tract improvement is to be constructed as a local improvement, no approval shall be granted; provided, however, that the applicant may challenge such determination and seek to have it revised in appropriate judicial proceedings in order to compel subdivision or site plan approval.

§ 166-99 Assessment of properties for costs of improvements.

Upon receipt from the applicant of its allocated share of the costs of the off-tract improvements, the Township may adopt a local improvement assessment ordinance for the purpose of the construction and installation of the off-tract improvements based upon the actual cost thereof. Any portion of the cost of the improvements not defrayed by a deposit by the applicant may be assessed against benefiting property owners by the Township. Any assessments for benefits conferred made against the applicant or his successors in interest shall be first offset by a pro rata share credit of the allocated costs previously deposited with the Township Treasurer pertaining thereto. The applicant or his successors in interest shall not be liable for any part of an assessment for such improvements unless the assessment exceeds the pro rata share credit for the deposit, and then only to the extent of the deficiency.

§ 166-100 Credit for work performed.

In the event that the applicant, with the Township's consent, decides to install and construct the off-tract improvement, or any portion thereof, the certified cost shall be treated as a credit against any future assessment for that particular off-tract improvement, or portion thereof, constructed by the Township in the same manner as if the subdivider had deposited its apportioned cost with the Township Treasurer, as provided herein.

§ 166-101 Contract with Township for installation of improvements by applicant.

A. 
At the discretion and option of the Township and with the consent of the applicant, the Township may enter into a contract with the applicant, providing for the installation and construction of the off-tract improvements by the applicant upon contribution by the Township of the remaining unallocated portion of the cost of the off-tract improvement.
B. 
In the event that the Township so elects to contribute to the cost and expense of installation of the off-site improvements by the applicant, the portion contributed by the Township shall be subject to possible certification and assessment as a local improvement against benefiting property owners in the manner provided by law, if applicable.

§ 166-102 Compliance to design criteria.

Should the applicant and the Township enter into a contract for the construction and erection of the off-tract improvements to be done by the applicant, it shall observe all requirements and principles of this chapter in the design of such improvements.

§ 166-103 Subdivisions.

[Amended 12-11-1997 by Ord. No. 34-97]
The applicant shall observe the following requirements and principles of land subdivision in the design of each subdivision or portion thereof, except as provided otherwise by the New Jersey Residential Site Improvement Standards, N.J.A.C. 5:21:
A. 
The subdivision plat shall conform to design standards that will encourage good development patterns within the Township.
B. 
The subdivision shall conform to the proposals and conditions shown on the Township's Official Map and Master Plan, particularly as they pertain to streets, drainage rights-of-way, school sites, public parks and playgrounds and other public lands.
C. 
All streets shall be designed and constructed in accordance with the Township road specifications. The arrangement of streets not shown on the Master Plan or Official Map shall provide for the appropriate extension of existing streets where feasible and shall comply with the following standards:
(1) 
"Minor streets" are those which are used primarily for access to abutting properties. They shall be designed to discourage through traffic and shall have a right-of-way width of not less than 50 feet.
(2) 
Subdivisions abutting arterial streets shall provide a marginal service street or reverse frontage with a buffer strip or planting or some other means of separation of through and local traffic as the Planning Board may determine appropriate. The width of the right-of-way shall be not less than 40 feet.
(3) 
For internal streets in industrial and commercial developments, the right-of-way width shall not be less than 60 feet.
(4) 
"Arterial streets" are those which are used primarily for fast or heavy traffic and are designated on the Township's Master Plan. The right-of-way width shall be not less than 66 feet.
(5) 
"Collector streets" are those which carry traffic from minor streets to the major system of arterial streets, including the principal entrance streets of a residential development and streets for circulation within such development. The right-of-way width shall be not less than 60 feet
(6) 
The right-of-way width shall be measured from lot line to lot line and shall not be less than 50 feet unless a marginal access street as set forth in Subsection C(2) of this section; provided, however, that where the Board has adopted the Master Plan with proposals regarding the street system within the proposed subdivision, the subdivider shall show the streets to conform in design and in width to the proposals shown on the Master Plan. Subdivisions that adjoin or include existing streets that do not conform to the widths as shown on the Master Plan or Official Map or the street width requirements of this chapter shall dedicate additional width along either one or both sides of said road. If the subdivision is along one side only, 1/2 of the required extra width shall be dedicated.
(7) 
The pavement width of public streets shall be measured from curb to curb and shall not be less than the following:
(a) 
Minor streets: 30 feet.
(b) 
Collector streets: 40 feet.
(c) 
Arterial streets: 46 feet
(d) 
Marginal access streets: 40 feet
(e) 
Others: as designated on the adopted Master Plan.
(8) 
Any subdivider who proposes a private street shall be required to construct the same improvements as would be required for a public street.
(9) 
No subdivision showing reserve strips controlling access to streets shall be approved, except where the control and disposal of land comprising such strips has been placed in the governing body under conditions approved by the Planning Board.
(10) 
Grades of arterial and collector streets shall not exceed 4%. Grades on other streets shall not exceed 10%. No street shall have a minimum grade of less than 6/10 of 1%. Maximum grades permitted on driveways between the street right-of-way line and the building setback line shall not exceed 8%.
(11) 
Street intersections shall be as nearly at right angles as is possible, and in no case shall they be less than 60°. The block corners at intersections shall be rounded at the curbline with a curve having a radius of not less than 25 feet. No driveway dropped curve shall be permitted on any portion of the radius curve.
(12) 
Street offsets of less than 125 feet shall be prohibited.
(13) 
A tangent at least 100 feet long shall be introduced between reverse curves on arterial and collector streets.
(14) 
When connecting street lines deflect from each other at any point by more than 10° and not more than 45°, they shall be connected by a curve with a radius of not less than 100 feet for minor streets and 300 feet for arterial and collector streets.
(15) 
All changes in grade shall be connected by parabolic vertical curves to provide a sight distance of 200 feet based on a height of eye of 4 1/2 feet and a height of object of four inches.
(16) 
Dead-end streets.
(a) 
Dead-end streets shall not be longer than the distance as shown on the following table:
Zone
Maximum Length
(feet)
R-40
1,400
R-25
1,200
R-15
1,000
R-10
800
(b) 
All dead-end streets shall provide a turnaround at the end with a radius of not less than 50 feet and tangent whenever possible to the right side of the street. If a dead-end street is of a temporary nature, a similar turnaround shall be provided and provisions made for future extension of the street and reversion of the excess right-of-way to the adjoining properties.
(17) 
Street names are subject to the approval of the Planning Board. No street shall have a name which will duplicate or so nearly duplicate as to be confused with the names of existing streets. The continuation of an existing street shall have the same name.
(18) 
Where a tract is subdivided into larger parcels than zoned building lots, such parcels shall be arranged so as to allow the opening of future streets and logical further subdivisions as approved by the Planning Board.
(19) 
Half streets shall be prohibited, except where essential to the reasonable development of the subdivision and in conformity with other requirements of these regulations and where the Planning Board finds it will be practical to require the dedication of the other half when the adjoining property is subdivided. Wherever a half street is adjacent to a tract to be subdivided, the other half of the street shall be platted within such tract
(20) 
Block length and width.
(a) 
Block length and width or acreage within bounding roads shall be such as to accommodate the size of lot required in the area by the Zoning Ordinance[1] and to provide for the convenient access, circulation control and safety of street traffic. Block lengths shall not under any circumstances exceed the following;
Zone
Maximum Length
(feet)
R-40
1,800
R-25
1,500
R-15
1,200
R-10
1,200
[1]
Editor's Note: See Part 5, Zoning, of this chapter.
(b) 
In blocks over 1,000 feet long, pedestrian rights-of-way may be required at locations within the block deemed necessary by the Planning Board. Such right-of-way shall be at least 10 feet wide and be from street to street and shall have a five-foot sidewalk down its center.
D. 
All lots hereafter created shall meet the minimum requirements of the zone in which they fall as hereinafter regulated in Part 5 of this chapter. In addition, the following requirements shall be met:
(1) 
Insofar as is practical, side lot lines shall be at right angles to straight streets and radial to curved streets.
(2) 
Each lot must front upon a street that meets the standards of Subsection C of this section.
(3) 
Where extra width has been dedicated for the widening of existing streets, lots shall begin at such extra-width line, and all setbacks shall be measured from such line. Any lot in single ownership, as defined herein, which met the minimum requirements of the Land Use Ordinance at the time of its adoption on December 30, 1976, but which has subsequently become nonconforming because additional street right-of-way has been obtained by the Township, county or State of New Jersey for road improvement by purchase, donation. dedication, condemnation or other legal means may be used for any use not otherwise prohibited in said district in which it lies, and the required minimum lot area, setbacks and front, side and rear yards, if affected, shall be reduced by the area deeded to the Township, county or state as aforesaid.
(4) 
Where there is a question as to the suitability of a lot or lots for their intended use due to factors such as rock formations, flood conditions or similar circumstances, the Planning Board may, after adequate investigation, withhold approval of such lots for future development.[2]
[2]
Editor’s Note: Former Subsections D(5) and (6), requiring corner lots to have sufficient width to meet other requirements and requiring all lots to be at least 50 feet wide along its front or the street right-of-way line, respectively, were repealed 9-13-2018 by Ord. No. 19-2018.
E. 
The following standards shall be met for all public use and service areas:
(1) 
In large-scale development, easement along rear property lines or elsewhere for utility installation may be required. Such easements shall be at least 15 feet wide and located in consultation with the companies or municipal departments concerned.
(2) 
Where a subdivision is traversed by a watercourse, drainageway channel or stream, there shall be provided a stormwater easement or drainage right-of-way, conforming substantially to the lines of such watercourse, and such further width or construction, or both, as will be adequate for the purpose.
(3) 
Natural features such as trees, brooks, hilltops and views shall be preserved whenever possible in designing any subdivision containing such features.
F. 
Maintenance of open space.
(1) 
Any subdivision that employs the concept of open space zoning or residential cluster as hereinafter regulated in Part 5 of this chapter shall either deed the open space land to the Township or shall make provision for the establishment of an open space organization, which shall own and maintain said open space for the benefit of owners or residents of the development. Such organization shall not be dissolved and shall not dispose of any open space, by sale or otherwise, except to an organization conceived and established to own and maintain the open space for the benefit of such development, and thereafter such organization shall not be dissolved or dispose of any of its open space without first offering to dedicate the same to the Township of Hanover.
(2) 
In the event that such organization shall fail to maintain the open space in reasonable order and condition, Township Committee may serve written notice upon such organization or upon the owners of the development, setting forth the manner in which the organization has failed to maintain the open space in reasonable condition, and said notice shall include a demand that such deficiencies of maintenance be cured within 35 days thereof and shall state the date and place of a hearing thereon which shall be held within 15 days of the notice.
(3) 
At such hearing, the Township Committee may modify the terms of the original notice as to deficiencies and may give a reasonable extension of time, not to exceed 65 days, within which they shall be cured.
(4) 
If the deficiencies set forth in the original notice or in the modification thereof shall not be cured within said 35 days or any permitted extension thereof, the Township, in order to preserve the open space and maintain the same for a period of one year, may enter upon and maintain such land. Said entry and maintenance shall not vest in the public any right to use the open space, except when the same is voluntarily dedicated to the public by the owners.
(5) 
Before the expiration of said year, the Township Committee shall, upon its initiative or upon the request of the organization theretofore responsible for the maintenance of the open space, call a public hearing upon 15 days' written notice to such organization and to the owners of the development, to be held by the Township Committee, at which hearing such organization and the owners of the development shall show cause why such maintenance by the Township shall not, at the election of the Township, continue for a succeeding year.
(6) 
If the Township Committee shall determine that such organization is ready and able to maintain said open space in reasonable condition, the Township shall cease to maintain said open space at the end of said year. If the Township Committee shall determine that such organization is not ready and able to maintain said open space in a reasonable condition, the Township may, in its discretion, continue to maintain said open space during the next succeeding year, subject to a similar hearing and determination in each year thereafter. The decision of the Township Committee in any such case shall constitute a final administrative decision, subject to judicial review.
(7) 
The cost of such maintenance by the Township shall be assessed pro rata against the properties within the development that have a right of enjoyment of the open space in accordance with assessed value at the time of imposition of the lien and shall become a lien and tax on said properties and be added to and be a part of the taxes to be levied and assessed thereon and shall be enforced and collected with interest by the same officers and in the same manner as other taxes.
G. 
Where a public water supply system approved by the municipality is reasonably accessible, the Township Committee may require that each lot within the subdivision area shall be provided with water from such public water supply system, subject to the water being made available by the owner of such public system.
H. 
Sanitary sewers, sanitary sewer lines and their associated facilities, such as lift pumps, siphons and building Y-branches, shall be of a size, location, construction and installation which shall be subject to the approval of the Hanover Sewerage Authority. If final approval is sought prior to the completion of such sewer lines, the amount set forth in the performance guaranty shall be subject to the approval of the Hanover Sewerage Authority. Where no public sewage facilities are available for immediate tie-in, the subdivider shall install individual sewage disposal systems for each lot. All such individual sewage disposal systems shall be constructed in accordance with the existing regulations of the Board of Health.[3]
[3]
Editor's Note: See Part III, Board of Health Legislation, of the Code of the Township of Hanover.
I. 
For all major subdivisions, the applicant shall arrange with the serving utility for the underground installation of the utilities' distribution supply lines and service connections in accordance with the provisions of the applicable standard terms and conditions incorporated as a part of its tariff as the same are then on file with the State of New Jersey Board of Public Utility Commissioners. Lots in such subdivisions which abut existing streets where overhead electric or telephone distribution supply lines have theretofore been installed on any portion of the streets involved may be supplied with electric and telephone service from such overhead lines or extensions thereof, but the service connection from the utilities' overhead lines shall be installed underground.
J. 
All subdivisions shall, to the greatest degree possible, follow energy-efficient design principles and maximize the use of renewable energy sources. Within the limits of practicability and feasibility, the criteria listed below shall be followed:
(1) 
Streets. Streets shall also be so oriented as to permit the buildings to be constructed thereon to maximize solar gain. Where possible, streets shall run in an east-west direction.
(2) 
Lots. Lots shall also be oriented so as to permit buildings to be constructed thereon to maximize solar gain. Where possible, the long access of a lot shall run in a north-south direction.
(3) 
Topography. The development shall take advantage of topographic features to maximize solar gain and afford protection from winter winds. Where possible, development shall be oriented to southerly slopes.
(4) 
Vegetation. Maximum use shall be made of natural vegetation which will afford protection from winter winds and provide shading in the summer.

§ 166-104 Site plans.

[Amended 6-8-1995 by Ord. No. 16-95; 12-11-1997 by Ord. No. 34-97; 12-13-2012 by Ord. No. 23-12; 4-11-2013 by Ord. No. 13-13; 10-12-2017 by Ord. No. 22-2017; 12-12-2024 by Ord. No. 31-2024]
The applicant shall observe the following requirements and principles in the development of a site plan or portion thereof, except as provided otherwise by the New Jersey Residential Site Improvement Standards, N.J.A.C. 5:21:
A. 
The provisions of this chapter with respect to height, minimum lot areas, mandatory open spaces and the like are complied with.
B. 
Adequate provision is made for off-street parking in accordance with this chapter, and adequate traffic circulation and protection to adjoining property are provided.
C. 
Adequate provision is made for the disposal of stormwater as required by § 166-104.1 and as approved by the Township Engineer.
D. 
The location, design or construction of any building is not likely to involve risks of traffic congestion, public safety or hazard.
E. 
The design or construction of any building or use will not be so markedly incongruous with the character of the neighborhood as to materially affect the value of adjacent or nearby property.
F. 
Any lighting shall be so arranged and shielded as to reflect the light downward away from adjoining streets, residence zones or residential buildings. The lighting shall also comply with the following requirements:
(1) 
No lighting structure shall exceed 15 feet in height, except that light fixtures may be up to 30 feet high when both of the following conditions are complied with:
(a) 
Such fixtures shall be located at least 200 feet from the property line of any residential developed lot; and
(b) 
Such fixtures shall only be permitted for larger parking areas, defined for purposes of this requirement as having at least 300 surface parking spaces.
(2) 
No lighting fixture shall exceed 250 watts, except for fixtures having a height greater than 20 feet, which shall not exceed 400 watts.
(3) 
All lighting shall be equipped with shielding as to reflect the light downward and prevent the direct source of light from being visible from any point 3.5 feet or higher above the ground in any abutting residential zone or on the traveled way in any abutting street.
(4) 
The maximum lumen power at any point along the property line of the premises upon which the lighting fixture is located shall be 0.5 footcandle, except that this requirement shall not apply at the intersections of driveways with streets.
G. 
Off-street parking areas shall be used solely for the parking of passenger automobiles, and no commercial repair work or service of any kind shall be conducted on the parking lot, nor shall such lots be used for the parking of disabled, dismantled, inoperable or unregistered vehicles.
H. 
The only signs permitted shall be directional signs as permitted and regulated in § 166-141E of this chapter.
I. 
Required dimensions for off-street parking and loading spaces, service aisles, and driveways. Parking spaces, loading spaces, service aisles for the same, and driveways shall conform to the following minimum dimension standards:
(1) 
Dimensions of parking spaces. Parking spaces shall be designed to provide a rectangular area at least nine feet wide and 18 feet long. Within this rectangular area, there shall be placed no obstructions, including any curbing, wheel stops, bollards, sign posts or other posts, above-ground utility cabinets, railings, fences, landscaping, or other barriers. In addition, the measurement of such rectangular area shall not include any roadway, driveway, or access aisle adjacent to the parking space. The dimensions for parking spaces for people with disabilities shall be in accordance with the New Jersey Uniform Construction Code (N.J.A.C. 5:23) or the Americans with Disabilities Act,[1] as applicable.
[1]
Editor's Note: See 42 U.S.C. § 12101 et seq.
(2) 
Parallel parking spaces. In addition to the above requirements, parking spaces oriented parallel to the access aisle shall be provided with at least five feet between such spaces and at both ends of the last space in a row of such spaces, in order to provide for convenient access.
(3) 
Dimensions of service aisles for parking spaces.
(a) 
Service aisles providing access to parking spaces for multifamily residential and nonresidential uses shall have the following minimum widths, measured perpendicular to the direction of travel in the aisles:
Angle of Parking Space
(degrees)
Aisle Width
(feet)
0 (parallel)
12
30
12
45
13
60
18
75
22
90
24
(b) 
For purposes of administering the above aisle width requirements, all parking spaces which are served by the aisle must be at the same angle to the aisle; otherwise, the more restrictive aisle dimension shall apply.
(c) 
Service aisles for parking spaces that intersect the aisle at less than 90° shall be designed for one-way traffic only.
(4) 
Dimensions of loading spaces.
(a) 
Loading spaces shall be designed to provide an off-street rectangular area with the following minimum dimensions. Within this rectangular area, there shall be placed no obstructions, including any curbing, wheel stops, bollards, sign posts or other posts, above-ground utility cabinets, railings, fences, landscaping, or other barriers. In addition, the measurement of such rectangular area shall not include any roadway, driveway, or access aisle adjacent to the loading space:
Type of Vehicle
Space Width
(feet)
Space Length
(feet)
Light delivery truck
11
25
Single-unit truck 2-axle (SU-30)
12
35
Tractor trailer (WB-50)
12
55
Other
As determined by the reviewing agency
(b) 
When spaces are designed to be parallel to the access aisle, an additional five feet of depth shall be required at each end of the space, in order to provide for maneuvering area in and out of the space. This additional depth shall be striped on the pavement to prohibit parking within such area.
(5) 
Dimensions of access aisles for loading spaces.
(a) 
The width of access aisles serving loading spaces shall be not less than as follows, excluding the adjacent loading space:
Vehicle Type
Required Aisle Width
(feet)
Light delivery truck
25
Single-unit truck 2-axle (SU-30)
35
Tractor trailer (WB-50)
55
Other
As determined by the reviewing agency
(b) 
For purposes of administering the above requirements, the width of the access aisle shall be measured perpendicular to the direction of travel in the aisle.
(6) 
Dimensions of driveways. Driveways that provide access and ingress to/from streets and parking and loading areas, or which provide for internal site circulation, exclusive of service or access aisles for parking and loading spaces, shall be at least 12 feet wide for each lane of travel.
J. 
All other applicable provisions of this chapter are met.
K. 
The applicant has obtained necessary approvals of any state, county or municipal agencies.
L. 
Provision is made for the protection of trees in unpaved areas during the course of construction.
M. 
The Planning Board shall give consideration to such other elements or aspects of the site plan or proposed use as may relate to the design of the plan, the general environment of the area or the health, safety and general welfare of the public and, in so doing, may refer the application to such other agencies as may be desirable for report and recommendation.
N. 
The applicant shall arrange with the serving utility for the underground installation of all utilities on the site. Sites which abut existing streets where overhead electric or telephone distribution supply lines have theretofore been installed may be supplied with electric and telephone service from such overhead lines or extensions thereof, but the service connection from the utilities' overhead lines shall be installed underground.
O. 
Site plans shall follow the same energy conservation principles as set forth in § 166-103J above.
P. 
(Reserved)
Q. 
Curbing, pavement, and striping design standards for parking and loading areas and driveways.
(1) 
Parking and loading areas shall be enclosed by granite block curbing having an exposed face six inches high above the paved surface, provided that flush or depressed curbs shall be permitted where necessary and appropriate for vehicular access, barrier-free access, shopping cart access and special drainage situations, as determined by the reviewing agency. Flush or depressed curb may constructed of granite block or concrete, as determined by the reviewing agency.
(a) 
Wheel stops shall be permitted, and may be required, in locations where flush curbs or no curbs are permitted, in order to avoid excessive encroachment beyond the edge of parking and loading areas by motor vehicles, as determined by the reviewing agency.
(b) 
When curbs are provided, additional barriers such as wheel stops or bollards shall not be located between the curb and the parked vehicle.
(2) 
All off-street parking areas shall be surfaced with bituminous concrete at least two inches thick after compaction, on a bituminous stabilized base at least four inches thick after compaction and approved by the Township Engineer. A greater thickness and/or different material and specifications may be required by the reviewing agency in locations used by heavy trucks or where warranted by sub-base conditions.
(3) 
Each parking space, except for parallel spaces (i.e., with the long dimension parallel to the adjacent access aisle) shall be indicated on the paved area with hairpin striping which meets the following specifications:
(a) 
Each painted line shall be four inches wide.
(b) 
Two parallel lines shall be painted on each side of each parking space.
(c) 
The distance between the two parallel lines shall be 10 inches (inside dimension) and 18 inches (outside dimension).
(d) 
The two parallel lines shall be centered along the imaginary line which is the boundary between two adjacent parking spaces.

§ 166-104.1 Stormwater management.

[Added 2-23-2006 by Ord. No. 4-2006; amended 2-11-2021 by Ord. No. 3-2021; 5-9-2024 by Ord. No. 11-2024]
A. 
Scope and purpose.
(1) 
Policy statement. Flood control, groundwater recharge, and pollutant reduction shall be achieved through the use of stormwater management measures, including green infrastructure best management practices (GI BMPs) and nonstructural stormwater management strategies. GI BMPs and low-impact development (LID) should be utilized to meet the goal of maintaining natural hydrology to reduce stormwater runoff volume, reduce erosion, encourage infiltration and groundwater recharge, and reduce pollution. GI BMPs and LID should be developed based upon physical site conditions and the origin, nature and the anticipated quantity, or amount, of potential pollutants. Multiple stormwater management BMPs may be necessary to achieve the established performance standards for water quality, quantity, and groundwater recharge.
(2) 
Purpose. The purpose of this section is to establish minimum stormwater management requirements and controls for "major development," as defined below in Subsection B.
(3) 
Applicability.
(a) 
This section shall be applicable to the following major developments:
[1] 
Nonresidential major developments; and
[2] 
Aspects of residential major developments that are not preempted by the Residential Site Improvement Standards at N.J.A.C. 5:21.
(b) 
This section shall also be applicable to all major developments undertaken by the Township of Hanover.
(c) 
A development application that has been submitted prior to the effective date of Ordinance No. 11-2024 shall be subject to the stormwater management requirements in effect on the date the application was submitted, in accordance with N.J.S.A. 40:55D-10.5.
(d) 
Notwithstanding any rule to the contrary, a major development for any public roadway or railroad project conducted by a public transportation entity that has determined a preferred alternative or reached an equivalent milestone before July 17, 2023, shall be subject to the stormwater management requirements in effect prior to July 17, 2023.
(4) 
Compatibility with other permit and ordinance requirements.
(a) 
Development approvals issued pursuant to this section are to be considered an integral part of development approvals and do not relieve the applicant of the responsibility to secure required permits or approvals for activities regulated by any other applicable code, rule, act, or ordinance. In their interpretation and application, the provisions of this section shall be held to be the minimum requirements for the promotion of the public health, safety, and general welfare.
(b) 
This section is not intended to interfere with, abrogate, or annul any other ordinances, rule or regulation, statute, or other provision of law except that, where any provision of this section imposes restrictions different from those imposed by any other ordinance, rule or regulation, or other provision of law, the more restrictive provisions or higher standards shall control.
(5) 
Procedural requirements.
(a) 
The procedural requirements for the submission, review, approval, and enforcement of stormwater plans shall be the same as set forth in this chapter for development applications and permits. Such requirements include but are not necessarily limited to Part 4 of this chapter.
B. 
Definitions. For the purpose of this section, the following terms, phrases, words and their derivations shall have the meanings stated herein unless their use in the text of this section clearly demonstrates a different meaning. When not inconsistent with the context, words used in the present tense include the future, words used in the plural number include the singular number, and words used in the singular number include the plural number. The word "shall" is always mandatory and not merely directory. The definitions below are the same as or based on the corresponding definitions in the Stormwater Management Rules at N.J.A.C. 7:8-1.2.
CAFRA CENTERS, CORES OR NODES
Those areas with boundaries incorporated by reference or revised by the Department in accordance with N.J.A.C. 7:7-13.16.
CAFRA PLANNING MAP
The map used by the Department to identify the location of Coastal Planning Areas, CAFRA centers, CAFRA cores, and CAFRA nodes. The CAFRA Planning Map is available on the Department's Geographic Information System (GIS).
COMMUNITY BASIN
An infiltration system, sand filter designed to infiltrate, standard constructed wetland, or wet pond, established in accordance with N.J.A.C. 7:8-4.2(c)14, that is designed and constructed in accordance with the New Jersey Stormwater Best Management Practices Manual, or an alternate design, approved in accordance with N.J.A.C. 7:8-5.2(g), for an infiltration system, sand filter designed to infiltrate, standard constructed wetland, or wet pond and that complies with the requirements of this chapter.
COMPACTION
An increase in soil bulk density, or any action that results in such increase.
CONTRIBUTORY DRAINAGE AREA
The area from which stormwater runoff drains to a stormwater management measure, not including the area of the stormwater management measure itself.
CORE
A pedestrian-oriented area of commercial and civic uses serving the surrounding municipality, generally including housing and access to public transportation.
COUNTY REVIEW AGENCY
An agency designated by the County Commissioners to review municipal stormwater management plans and implementing ordinance(s). The county review agency may either be:
(1) 
A county planning agency; or
(2) 
A county water resource association created under N.J.S.A 58:16A-55.5, if the ordinance or resolution delegates authority to approve, conditionally approve, or disapprove municipal stormwater management plans and implementing ordinances.
DEPARTMENT
The New Jersey Department of Environmental Protection.
DESIGN ENGINEER
A person professionally qualified and duly licensed in New Jersey to perform engineering services that may include, but not necessarily be limited to, development of project requirements, creation and development of project design and preparation of drawings and specifications.
DESIGNATED CENTER
A State Development and Redevelopment Plan Center as designated by the State Planning Commission such as urban, regional, town, village, or hamlet.
DEVELOPMENT
The division of a parcel of land into two or more parcels, the construction, reconstruction, conversion, structural alteration, relocation or enlargement of any building or structure, any mining excavation or landfill, and any use or change in the use of any building or other structure, or land or extension of use of land, for which permission is required under the Municipal Land Use Law, N.J.S.A. 40:55D-1 et seq. In the case of development of agricultural land, development means: any activity that requires a state permit, any activity reviewed by the County Agricultural Board (CAB) and the State Agricultural Development Committee (SADC), and municipal review of any activity not exempted by the Right to Farm Act, N.J.S.A. 4:1C-1 et seq.
DISTURBANCE
The placement or reconstruction of impervious surface or motor vehicle surface, or exposure and/or movement of soil or bedrock or clearing, cutting, or removing of vegetation. Milling and repaving is not considered disturbance for the purposes of this definition.
DRAINAGE AREA
A geographic area within which stormwater, sediments, or dissolved materials drain to a particular receiving water body or to a particular point along a receiving water body.
EMPOWERMENT NEIGHBORHOODS
Neighborhoods designated by the Urban Coordinating Council in consultation and conjunction with the New Jersey Redevelopment Authority pursuant to N.J.S.A 55:19-69.
ENVIRONMENTALLY CONSTRAINED AREA
The following areas where the physical alteration of the land is in some way restricted, either through regulation, easement, deed restriction or ownership such as: wetlands, floodplains, threatened and endangered species sites or designated habitats, and parks and preserves. Habitats of endangered or threatened species are identified using the Department's Landscape Project as approved by the Department's Endangered and Nongame Species Program.
ENVIRONMENTALLY CRITICAL AREA
An area or feature which is of significant environmental value, including but not limited to: stream corridors, natural heritage priority sites, habitats of endangered or threatened species, large areas of contiguous open space or upland forest, steep slopes, and wellhead protection and groundwater recharge areas. Habitats of endangered or threatened species are identified using the Department's Landscape Project as approved by the Department's Endangered and Nongame Species Program.
EROSION
The detachment and movement of soil or rock fragments by water, wind, ice, or gravity.
GREEN INFRASTRUCTURE
A stormwater management measure that manages stormwater close to its source by:
(1) 
Treating stormwater runoff through infiltration into subsoil;
(2) 
Treating stormwater runoff through filtration by vegetation or soil; or
(3) 
Storing stormwater runoff for reuse.
HUC 14 or HYDROLOGIC UNIT CODE 14
An area within which water drains to a particular receiving surface water body, also known as a subwatershed, which is identified by a fourteen-digit hydrologic unit boundary designation, delineated within New Jersey by the United States Geological Survey.
IMPERVIOUS SURFACE
A surface that has been covered with a layer of material so that it is highly resistant to infiltration by water.
INFILTRATION
The process by which water seeps into the soil from precipitation.
LEAD PLANNING AGENCY
The one or more public entities having stormwater management planning authority designated by the regional stormwater management planning committee pursuant to N.J.A.C. 7:8-3.2, that serves as the primary representative of the committee.
MAJOR DEVELOPMENT
(1) 
An individual development, as well as multiple developments that individually or collectively result in:
(a) 
The disturbance of one or more acres of land since February 2, 2004;
(b) 
The creation of 1/4 acre or more of "regulated impervious surface" since February 2, 2004;
(c) 
The creation of 1/4 acre or more of "regulated motor vehicle surface" since March 2, 2021; or
(d) 
A combination of Subsection (1)(b) and (c) above that totals an area of 1/4 acre or more. The same surface shall not be counted twice when determining if the combination area equals 1/4 acre or more.
(2) 
Major development includes all developments that are part of a common plan of development or sale (for example, phased residential development) that collectively or individually meet any one or more of Subsection (1)(a), (b), (c), or (d) above. Projects undertaken by any government agency that otherwise meet the definition of "major development" but which do not require approval under the Municipal Land Use Law, N.J.S.A. 40:55D-1 et seq. are also considered major development.
MOTOR VEHICLE
Land vehicles propelled other than by muscular power, such as automobiles, motorcycles, autocycles, and low speed vehicles. For the purposes of this definition, "motor vehicle" does not include farm equipment, snowmobiles, all-terrain vehicles, motorized wheelchairs, go-carts, gas buggies, golf carts, ski-slope grooming machines, or vehicles that run only on rails or tracks.
MOTOR VEHICLE SURFACE
Any pervious or impervious surface that is intended to be used by "motor vehicles" and/or aircraft, and is directly exposed to precipitation including, but not limited to, driveways, parking areas, parking garages, roads, race-tracks, and runways.
MUNICIPALITY
Any city, borough, town, township, or village.
NEW JERSEY STORMWATER BEST MANAGEMENT PRACTICES (BMP) MANUAL or BMP MANUAL
The manual maintained by the Department providing, in part, design specifications, removal rates, calculation methods, and soil testing procedures approved by the Department as being capable of contributing to the achievement of the stormwater management standards specified in this section. The BMP Manual is periodically amended by the Department as necessary to provide design specifications on additional best management practices and new information on already included practices reflecting the best available current information regarding the particular practice and the Department's determination as to the ability of that best management practice to contribute to compliance with the standards contained in this section. Alternative stormwater management measures, removal rates, or calculation methods may be utilized, subject to any limitations specified in this section, provided the design engineer demonstrates to the Township approving authority, in accordance with § 166-104.1D(6) and N.J.A.C. 7:8-5.2(g), that the proposed measure and its design will contribute to achievement of the design and performance standards established by this section.
NODE
An area designated by the State Planning Commission concentrating facilities and activities which are not organized in a compact form.
NUTRIENT
A chemical element or compound, such as nitrogen or phosphorus, which is essential to and promotes the development of organisms.
PERSON
Any individual, corporation, company, partnership, firm, association, political subdivision of this state and any state, interstate, or federal agency.
POLLUTANT
Any dredged spoil, solid waste, incinerator residue, filter backwash, sewage, garbage, refuse, oil, grease, sewage sludge, munitions, chemical wastes, biological materials, medical wastes, radioactive substance (except those regulated under the Atomic Energy Act of 1954, as amended (42 U.S.C. § 2011 et seq.)), thermal waste, wrecked or discarded equipment, rock, sand, cellar dirt, industrial, municipal, agricultural, and construction waste or runoff, or other residue discharged directly or indirectly to the land, groundwaters or surface waters of the state, or to a domestic treatment works. "Pollutant" includes both hazardous and nonhazardous pollutants.
PUBLIC ROADWAY OR RAILROAD
A pathway for use by motor vehicles or trains that is intended for public use and is constructed by, or on behalf of, a public transportation entity. A public roadway or railroad does not include a roadway or railroad constructed as part of a private development, regardless of whether the roadway or railroad is ultimately to be dedicated to and/or maintained by a governmental entity.
PUBLIC TRANSPORTATION ENTITY
A federal, state, county, or municipal government, an independent state authority, or a statutorily authorized public-private partnership program pursuant to P.L. 2018, c. 90 (N.J.S.A. 40A:11-52 et seq.), that performs a public roadway or railroad project that includes new construction, expansion, reconstruction, or improvement of a public roadway or railroad.
RECHARGE
The amount of water from precipitation that infiltrates into the ground and is not evapotranspired.
REGULATED IMPERVIOUS SURFACE
Any of the following, alone or in combination:
(1) 
A net increase of impervious surface;
(2) 
The total area of impervious surface collected by a new stormwater conveyance system (for the purpose of this definition, a "new stormwater conveyance system" is a stormwater conveyance system that is constructed where one did not exist immediately prior to its construction or an existing system for which a new discharge location is created);
(3) 
The total area of impervious surface proposed to be newly collected by an existing stormwater conveyance system; and/or
(4) 
The total area of impervious surface collected by an existing stormwater conveyance system where the capacity of that conveyance system is increased.
REGULATED MOTOR VEHICLE SURFACE
Any of the following, alone or in combination:
(1) 
A net increase in motor vehicle surface; and/or
(2) 
The total area of motor vehicle surface that is currently receiving water quality treatment either by vegetation or soil, by an existing stormwater management measure, or by treatment at a wastewater treatment plant, where the water quality treatment will be modified or removed.
SEDIMENT
Solid material, mineral or organic, that is in suspension, is being transported, or has been moved from its site of origin by air, water, or gravity as a product of erosion.
SITE
The lot or lots upon which a major development is to occur or has occurred.
SOIL
All unconsolidated mineral and organic material of any origin.
STATE DEVELOPMENT AND REDEVELOPMENT PLAN METROPOLITAN PLANNING AREA (PA1)
An area delineated on the State Plan Policy Map and adopted by the State Planning Commission that is intended to be the focus for much of the state's future redevelopment and revitalization efforts.
STATE PLAN POLICY MAP
The geographic application of the State Development and Redevelopment Plan's goals and statewide policies, and the official map of these goals and policies.
STORMWATER
Water resulting from precipitation (including rain and snow) that runs off the land's surface, is transmitted to the subsurface, is captured by separate storm sewers or other sewage or drainage facilities, or is conveyed by snow removal equipment.
STORMWATER MANAGEMENT BMP
An excavation or embankment and related areas designed to retain stormwater runoff. A stormwater management BMP may either be normally dry (that is, a detention basin or infiltration system), retain water in a permanent pool (a retention basin), or be planted mainly with wetland vegetation (most constructed stormwater wetlands).
STORMWATER MANAGEMENT MEASURE
Any practice, technology, process, program, or other method intended to control or reduce stormwater runoff and associated pollutants, or to induce or control the infiltration or groundwater recharge of stormwater or to eliminate illicit or illegal nonstormwater discharges into stormwater conveyances.
STORMWATER MANAGEMENT PLANNING AGENCY
A public body authorized by legislation to prepare stormwater management plans.
STORMWATER MANAGEMENT PLANNING AREA
The geographic area for which a stormwater management planning agency is authorized to prepare stormwater management plans, or a specific portion of that area identified in a stormwater management plan prepared by that agency.
STORMWATER RUNOFF
Water flow on the surface of the ground or in storm sewers, resulting from precipitation.
TOWNSHIP
The Township of Hanover or its approving authority, as applicable.
URBAN COORDINATING COUNCIL EMPOWERMENT NEIGHBORHOOD
A neighborhood given priority access to State resources through the New Jersey Redevelopment Authority.
URBAN ENTERPRISE ZONES
A zone designated by the New Jersey Enterprise Zone Authority pursuant to the New Jersey Urban Enterprise Zones Act, N.J.S.A. 52:27H-60 et. seq.
URBAN REDEVELOPMENT AREA
Previously developed portions of areas:
(1) 
Delineated on the State Plan Policy Map (SPPM) as the Metropolitan Planning Area (PA1), Designated Centers, Cores or Nodes;
(2) 
Designated as CAFRA Centers, Cores or Nodes;
(3) 
Designated as Urban Enterprise Zones; and
(4) 
Designated as Urban Coordinating Council Empowerment Neighborhoods.
WATER CONTROL STRUCTURE
A structure within, or adjacent to, a water, which intentionally or coincidentally alters the hydraulic capacity, the flood elevation resulting from the two-, ten-, or 100-year storm, flood hazard area limit, and/or floodway limit of the water. Examples of a water control structure may include a bridge, culvert, dam, embankment, ford (if above grade), retaining wall, and weir.
WATERS OF THE STATE
The ocean and its estuaries, all springs, streams, wetlands, and bodies of surface water or groundwater, whether natural or artificial, within the boundaries of the State of New Jersey or subject to its jurisdiction.
WETLANDS or WETLAND
An area that is inundated or saturated by surface water or groundwater at a frequency and duration sufficient to support, and that under normal circumstances does support, a prevalence of vegetation typically adapted for life in saturated soil conditions, commonly known as hydrophytic vegetation.
C. 
Design and performance standards for stormwater management measures.
(1) 
Stormwater management measures for major development shall be designed to provide erosion control, groundwater recharge, stormwater runoff quantity control, and stormwater runoff quality treatment as follows:
(a) 
The minimum standards for erosion control are those established under the Soil Erosion and Sediment Control Act, N.J.S.A. 4:24-39 et seq., and implementing rules at N.J.A.C. 2:90.
(b) 
The minimum standards for groundwater recharge, stormwater quality, and stormwater runoff quantity shall be met by incorporating green infrastructure.
(2) 
The standards in this section apply only to new major development and are intended to minimize the impact of stormwater runoff on water quality and water quantity in receiving water bodies and maintain groundwater recharge. The standards do not apply to new major development to the extent that alternative design and performance standards are applicable under a regional stormwater management plan or water quality management plan adopted in accordance with Department rules.
D. 
Stormwater management requirements for major development.
(1) 
The development shall incorporate a maintenance plan for the stormwater management measures incorporated into the design of a major development in accordance with Subsection I.
(2) 
Stormwater management measures shall avoid adverse impacts of concentrated flow on habitat for threatened and endangered species as documented in the Department's Landscape Project or Natural Heritage Database established under N.J.S.A. 13:1B-15.147 through 15.150, particularly Helonias bullata (swamp pink) and/or Glyptemys muhlenbergii (bog turtle).
(3) 
The following linear development projects are exempt from the groundwater recharge, stormwater runoff quality, and stormwater runoff quantity requirements of Subsection D(16), (17), and (18):
(a) 
The construction of an underground utility line provided that the disturbed areas are revegetated upon completion;
(b) 
The construction of an aboveground utility line provided that the existing conditions are maintained to the maximum extent practicable; and
(c) 
The construction of a public pedestrian access, such as a sidewalk or trail with a maximum width of 14 feet, provided that the access is made of permeable material.
(4) 
A waiver from strict compliance from the green infrastructure, groundwater recharge, stormwater runoff quality, and stormwater runoff quantity requirements of Subsection D(16), (17), and (18) may be obtained for the enlargement of an existing public roadway or railroad; or the construction or enlargement of a public pedestrian access, provided that the following conditions are met:
(a) 
The applicant demonstrates that there is a public need for the project that cannot be accomplished by any other means;
(b) 
The applicant demonstrates through an alternatives analysis, that through the use of stormwater management measures, the option selected complies with the requirements of Subsection D(16), (17), and (18) to the maximum extent practicable;
(c) 
The applicant demonstrates that, in order to meet the requirements of Subsection D(16), (17), and (18), existing structures currently in use, such as homes and buildings, would need to be condemned; and
(d) 
The applicant demonstrates that it does not own or have other rights to areas, including the potential to obtain through condemnation lands not falling under Subsection D(4)(c) above within the upstream drainage area of the receiving stream, that would provide additional opportunities to mitigate the requirements of Subsection D(15), (16), (17), and (18) that were not achievable onsite.
(5) 
Tables 1 through 3 below summarize the ability of stormwater best management practices identified and described in the New Jersey Stormwater Best Management Practices Manual to satisfy the green infrastructure, groundwater recharge, stormwater runoff quality and stormwater runoff quantity standards specified in Subsection D(15), (16), (17), and (18). When designed in accordance with the most current version of the New Jersey Stormwater Best Management Practices Manual, the stormwater management measures found at N.J.A.C. 7:8-5.2(f) Tables 5-1, 5-2, and 5-3 and listed below in Tables 1, 2, and 3 are presumed to be capable of providing stormwater controls for the design and performance standards as outlined in the tables below. Upon amendments of the New Jersey Stormwater Best Management Practices to reflect additions or deletions of BMPs meeting these standards, or changes in the presumed performance of BMPs designed in accordance with the New Jersey Stormwater BMP Manual, the Department shall publish in the New Jersey Register a notice of administrative change revising the applicable table. The most current version of the BMP Manual can be found on the Department's website at: https://dep.nj.gov/stormwater/bmp-manual/.
(6) 
Where the BMP tables in the NJ Stormwater Management Rule are different due to updates or amendments with the tables in this section the BMP Tables in the Stormwater Management Rule at N.J.A.C. 7:8-5.2(f) shall take precedence.
Table 1
Green Infrastructure BMPs for Groundwater Recharge, Stormwater Runoff Quality, and/or Stormwater Runoff Quantity
Best Management Practice
Stormwater Runoff Quality TSS Removal Rate
Stormwater Runoff Quantity
Groundwater Recharge
Minimum Separation from Seasonal High Water Table
(feet)
Cistern
0
Yes
No
Dry well(a)
0
No
Yes
2
Grass swale
50 or less
No
No
2(e)
1(f)
Green roof
0
Yes
No
Manufactured treatment device(a)(g)
50 or 80
No
No
Dependent upon the device
Pervious paving system(a)
80
Yes
Yes(b)
No(c)
2(b)
1(c)
Small-scale bioretention basin(a)
80 or 90
Yes
Yes(b)
No(c)
2(b)
1(c)
Small-scale infiltration basin(a)
80
Yes
Yes
2
Small-scale sand filter
80
Yes
Yes
2
Vegetative filter strip
60 to 80
No
No
(Notes corresponding to annotations are found following Table 3)
Table 2
Green Infrastructure BMPs for Stormwater Runoff Quantity (or for Groundwater Recharge and/or Stormwater Runoff Quality with a Waiver or Variance from N.J.A.C. 7:8-5.3)
Best Management Practice
Stormwater Runoff Quality TSS Removal Rate
Stormwater Runoff Quantity
Groundwater Recharge
Minimum Separation from Seasonal High Water Table
(feet)
Bioretention system
80 or 90
Yes
Yes(b)
No(c)
2(b)
1(c)
Infiltration basin
80
Yes
Yes
2
Sand filter(b)
80
Yes
Yes
2
Standard constructed wetland
90
Yes
No
N/A
Wet pond(d)
50-90
Yes
No
N/A
(Notes corresponding to annotations are found below Table 3)
Table 3
BMPs for Groundwater Recharge, Stormwater Runoff Quality, and/or Stormwater Runoff Quantity only with a Waiver or Variance from N.J.A.C. 7:8-5.3
Best Management Practice
Stormwater Runoff Quality TSS Removal Rate
(percent)
Stormwater Runoff Quantity
Groundwater Recharge
Minimum Separation from Seasonal High Water Table
(feet)
Blue roof
0
Yes
No
N/A
Extended detention basin
40 to 60
Yes
No
1
Manufactured treatment device(h)
50 or 80
No
No
Dependent upon the device
Sand filter(c)
80
Yes
No
1
Subsurface gravel wetland
90
No
No
1
Wet pond
50-90
Yes
No
N/A
Notes to Tables 1, 2, and 3:
(a)
Subject to the applicable contributory drainage area limitation specified in Subsection D(15)(b).
(b)
Designed to infiltrate into the subsoil.
(c)
Designed with underdrains.
(d)
Designed to maintain at least a ten-foot-wide area of native vegetation along at least 50% of the shoreline and to include a stormwater runoff retention component designed to capture stormwater runoff for beneficial reuse, such as irrigation.
(e)
Designed with a slope of less than 2%.
(f)
Designed with a slope of equal to or greater than 2%.
(g)
Manufactured treatment devices that meet the definition of "green infrastructure" in Subsection B.
(h)
Manufactured treatment devices that do not meet the definition of "green infrastructure" in Subsection B.
(7) 
An alternative stormwater management measure, alternative removal rate, and/or alternative method to calculate the removal rate may be used if the design engineer demonstrates the capability of the proposed alternative stormwater management measure and/or the validity of the alternative rate or method to the Township. A copy of any approved alternative stormwater management measure, alternative removal rate, and/or alternative method to calculate the removal rate shall be provided to the Department in accordance with Subsection F(2). Alternative stormwater management measures may be used to satisfy the requirements of Subsection D(15) only if the measures meet the definition of "green infrastructure" in Subsection B. Alternative stormwater management measures that function in a similar manner to a BMP listed in Subsection D(15)(b) are subject to the contributory drainage area limitation specified in Subsection D(15)(b) for that similarly functioning BMP. Alternative stormwater management measures approved in accordance with this subsection that do not function in a similar manner to any BMP listed in Subsection D(15)(b) shall have a contributory drainage area less than or equal to 2.5 acres, except for alternative stormwater management measures that function similarly to cisterns, grass swales, green roofs, standard constructed wetlands, vegetative filter strips, and wet ponds, which are not subject to a contributory drainage area limitation. Alternative measures that function similarly to standard constructed wetlands or wet ponds shall not be used for compliance with the stormwater runoff quality standard unless a variance in accordance with N.J.A.C. 7:8-4.6 or a waiver from strict compliance in accordance with Subsection D(4) is granted from Subsection D(15).
(8) 
Whenever the stormwater management design includes one or more BMPs that will infiltrate stormwater into subsoil, the design engineer shall assess the hydraulic impact on the groundwater table and design the site, so as to avoid adverse hydraulic impacts. Potential adverse hydraulic impacts include, but are not limited to, exacerbating a naturally or seasonally high water table, so as to cause surficial ponding, flooding of basements, or interference with the proper operation of subsurface sewage disposal systems or other subsurface structures within the zone of influence of the groundwater mound, or interference with the proper functioning of the stormwater management measure itself.
(9) 
Design standards for stormwater management measures are as follows:
(a) 
Stormwater management measures shall be designed to take into account the existing site conditions, including, but not limited to, environmentally critical areas; wetlands; flood-prone areas; slopes; depth to seasonal high water table; soil type, permeability, and texture; drainage area and drainage patterns; and the presence of solution-prone carbonate rocks (limestone);
(b) 
Stormwater management measures shall be designed to minimize maintenance, facilitate maintenance and repairs, and ensure proper functioning. Trash racks shall be installed at the intake to the outlet structure, as appropriate, and shall have parallel bars with one-inch spacing between the bars to the elevation of the water quality design storm. For elevations higher than the water quality design storm, the parallel bars at the outlet structure shall be spaced no greater than 1/3 the width of the diameter of the orifice or 1/3 the width of the weir, with a minimum spacing between bars of one inch and a maximum spacing between bars of six inches. In addition, the design of trash racks must comply with the requirements of Subsection H(3);
(c) 
Stormwater management measures shall be designed, constructed, and installed to be strong, durable, and corrosion-resistant. Measures that are consistent with the relevant portions of the Residential Site Improvement Standards at N.J.A.C. 5:21-7.3, 5:21-7.4, and 5:21-7.5 shall be deemed to meet this requirement;
(d) 
Stormwater management BMPs shall be designed to meet the minimum safety standards for stormwater management BMPs in Subsection H; and
(e) 
The size of the orifice at the intake to the outlet from the stormwater management BMP shall be a minimum of 2 1/2 inches in diameter.
(10) 
Manufactured treatment devices may be used to meet the requirements of this section, provided the pollutant removal rates are verified by the New Jersey Corporation for Advanced Technology and certified by the Department. Manufactured treatment devices that do not meet the definition of "green infrastructure" in Subsection B may be used only under the circumstances described in Subsection D(15)(d).
(11) 
Any application for a new agricultural development that meets the definition of "major development" in Subsection B shall be submitted to the Soil Conservation District for review and approval in accordance with the requirements in Subsection D(15), (16), (17), and (18) and any applicable Soil Conservation District guidelines for stormwater runoff quantity and erosion control. For purposes of this subsection, "agricultural development" means land uses normally associated with the production of food, fiber, and livestock for sale. Such uses do not include the development of land for the processing or sale of food and the manufacture of agriculturally related products.
(12) 
If there is more than one drainage area, the groundwater recharge, stormwater runoff quality, and stormwater runoff quantity standards in Subsection D(16), (17), and (18) shall be met in each drainage area, unless the runoff from the drainage areas converge on-site and no adverse environmental impact would occur as a result of compliance with any one or more of the individual standards being determined utilizing a weighted average of the results achieved for that individual standard across the affected drainage areas.
(13) 
Any stormwater management measure authorized under the Township's stormwater management plan or ordinance shall be reflected in a deed notice recorded in the office of the Morris County Clerk. A form of deed notice shall be submitted to the Township for approval prior to filing. The deed notice shall contain a description of the stormwater management measure(s) used to meet the green infrastructure, groundwater recharge, stormwater runoff quality, and stormwater runoff quantity standards in Subsection D(15), (16), (17), and (18) and shall identify the location of the stormwater management measure(s) in NAD 1983 State Plane New Jersey FIPS 2900 US feet or latitude and longitude in decimal degrees. The deed notice shall also reference the maintenance plan required to be recorded upon the deed pursuant to Subsection I(2)(e). Prior to the commencement of construction, proof that the above-required deed notice has been filed shall be submitted to the Township. Proof that the required information has been recorded on the deed shall be in the form of either a copy of the complete recorded document or a receipt from the clerk or other proof of recordation provided by the recording office. However, if the initial proof provided to the Township is not a copy of the complete recorded document, a copy of the complete recorded document shall be provided to the Township within 180 calendar days of the authorization granted by the Township.
(14) 
A stormwater management measure approved under the Township's stormwater management plan or regulations may be altered or replaced with the approval of the Township, if the Township determines that the proposed alteration or replacement meets the design and performance standards pursuant to Subsection D of this section and provides the same level of stormwater management as the previously approved stormwater management measure that is being altered or replaced. If an alteration or replacement is approved, a revised deed notice shall be submitted to the Township for approval and subsequently recorded with the office of the Morris County Clerk and shall contain a description and location of the stormwater management measure, as well as reference to the maintenance plan, in accordance with Subsection D(13) above. Prior to the commencement of construction, proof that the above-required deed notice has been filed shall be submitted to the Township in accordance with Subsection D(13) above.
(15) 
Green infrastructure standards.
(a) 
This subsection specifies the types of green infrastructure BMPs that may be used to satisfy the groundwater recharge, stormwater runoff quality, and stormwater runoff quantity standards.
(b) 
To satisfy the groundwater recharge and stormwater runoff quality standards in Subsection D(16) and (17), the design engineer shall utilize green infrastructure BMPs identified in Table 1 in Subsection D(6) and/or an alternative stormwater management measure approved in accordance with Subsection D(7). The following green infrastructure BMPs are subject to the following maximum contributory drainage area limitations:
Best Management Practice
Maximum Contributory Drainage Area
Dry well
1 acre
Manufactured treatment device
2.5 acres
Pervious pavement systems
Area of additional inflow cannot exceed three times the area occupied by the BMP
Small-scale bioretention systems
2.5 acres
Small-scale infiltration basin
2.5 acres
Small-scale sand filter
2.5 acres
(c) 
To satisfy the stormwater runoff quantity standards in Subsection D(18), the design engineer shall utilize BMPs from Table 1 or from Table 2 and/or an alternative stormwater management measure approved in accordance with Subsection D(7).
(d) 
If a variance in accordance with N.J.A.C. 7:8-4.6 or a waiver from strict compliance in accordance with Subsection D(4) is granted from the requirements of this subsection, then BMPs from Table 1, 2, or 3, and/or an alternative stormwater management measure approved in accordance with Subsection D(7) may be used to meet the groundwater recharge, stormwater runoff quality, and stormwater runoff quantity standards in Subsection D(16), (17), and (18).
(e) 
For separate or combined storm sewer improvement projects, such as sewer separation, undertaken by a government agency or public utility (for example, a sewerage company), the requirements of this subsection shall only apply to areas owned in fee simple by the government agency or utility, and areas within a right-of-way or easement held or controlled by the government agency or utility; the entity shall not be required to obtain additional property or property rights to fully satisfy the requirements of this subsection. Regardless of the amount of area of a separate or combined storm sewer improvement project subject to the green infrastructure requirements of this subsection, each project shall fully comply with the applicable groundwater recharge, stormwater runoff quality control, and stormwater runoff quantity standards in Subsection D(16), (17), and (18), unless the project is granted a waiver from strict compliance in accordance with Subsection D(4).
(16) 
Groundwater recharge standards.
(a) 
This subsection contains the minimum design and performance standards for groundwater recharge as follows:
(b) 
The design engineer shall, using the assumptions and factors for stormwater runoff and groundwater recharge calculations in Subsection E, either:
[1] 
Demonstrate through hydrologic and hydraulic analysis that the site and its stormwater management measures maintain 100% of the average annual pre-construction groundwater recharge volume for the site; or
[2] 
Demonstrate through hydrologic and hydraulic analysis that the increase of stormwater runoff volume from pre-construction to post-construction for the projected two-year storm, as defined and determined pursuant to Subsection E(4) of this section, is infiltrated.
(c) 
This groundwater recharge requirement does not apply to projects within the urban redevelopment area, or to projects subject to Subsection D(16)(d) below.
(d) 
The following types of stormwater shall not be recharged:
[1] 
Stormwater from areas of high pollutant loading. High pollutant loading areas are areas in industrial and commercial developments where solvents and/or petroleum products are loaded/unloaded, stored, or applied, areas where pesticides are loaded/unloaded or stored; areas where hazardous materials are expected to be present in greater than "reportable quantities" as defined by the United States Environmental Protection Agency (EPA) at 40 CFR 302.4; areas where recharge would be inconsistent with a remedial action work plan approved by the Department pursuant to the Administrative Requirements for the Remediation of Contaminated Sites rules, N.J.A.C. 7:26C, or Department landfill closure plan and areas; and areas with high risks for spills of toxic materials, such as gas stations and vehicle maintenance facilities; and
[2] 
Industrial stormwater exposed to source material. "Source material" means any material(s) or machinery, located at an industrial facility, that is directly or indirectly related to process, manufacturing, or other industrial activities, which could be a source of pollutants in any industrial stormwater discharge to groundwater. Source materials include, but are not limited to, raw materials; intermediate products; final products; waste materials; by-products; industrial machinery and fuels, and lubricants, solvents, and detergents that are related to process, manufacturing, or other industrial activities that are exposed to stormwater.
(17) 
Stormwater runoff quality standards.
(a) 
This subsection contains the minimum design and performance standards to control stormwater runoff quality impacts of major development. Stormwater runoff quality standards are applicable when the major development results in an increase of 1/4 acre or more of regulated motor vehicle surface.
(b) 
Stormwater management measures shall be designed to reduce the post-construction load of total suspended solids (TSS) in stormwater runoff generated from the water quality design storm as follows:
[1] 
Eighty percent TSS removal of the anticipated load, expressed as an annual average shall be achieved for the stormwater runoff from the net increase of motor vehicle surface.
[2] 
If the surface is considered regulated motor vehicle surface because the water quality treatment for an area of motor vehicle surface that is currently receiving water quality treatment either by vegetation or soil, by an existing stormwater management measure, or by treatment at a wastewater treatment plant is to be modified or removed, the project shall maintain or increase the existing TSS removal of the anticipated load expressed as an annual average.
(c) 
The requirement to reduce TSS does not apply to any stormwater runoff in a discharge regulated under a numeric effluent limitation for TSS imposed under the New Jersey Pollutant Discharge Elimination System (NJPDES) rules, N.J.A.C. 7:14A, or in a discharge specifically exempt under a NJPDES permit from this requirement. Every major development, including any that discharge into a combined sewer system, shall comply with Subsection D(17)(b)[2] above, unless the major development is itself subject to a NJPDES permit with a numeric effluent limitation for TSS or the NJPDES permit to which the major development is subject exempts the development from a numeric effluent limitation for TSS.
(d) 
The water quality design storm is 1.25 inches of rainfall in two hours. Water quality calculations shall take into account the distribution of rain from the water quality design storm, as reflected in Table 4, below. The calculation of the volume of runoff may take into account the implementation of stormwater management measures.
Table 4 - Water Quality Design Storm Distribution
Time
(minutes)
Cumulative Rainfall
(inches)
Time
(minutes)
Cumulative Rainfall
(inches)
Time
(minutes)
Cumulative Rainfall
(inches)
1
0.00166
41
0.1728
81
1.0906
2
0.00332
42
0.1796
82
1.0972
3
0.00498
43
0.1864
83
1.1038
4
0.00664
44
0.1932
84
1.1104
5
0.00830
45
0.2000
85
1.1170
6
0.00996
46
0.2117
86
1.1236
7
0.01162
47
0.2233
87
1.1302
8
0.01328
48
0.2350
88
1.1368
9
0.01494
49
0.2466
89
1.1434
10
0.01660
50
0.2583
90
1.1500
11
0.01828
51
0.2783
91
1.1550
12
0.01996
52
0.2983
92
1.1600
13
0.02164
53
0.3183
93
1.1650
14
0.02332
54
0.3383
94
1.1700
15
0.02500
55
0.3583
95
1.1750
16
0.03000
56
0.4116
96
1.1800
17
0.03500
57
0.4650
97
1.1850
18
0.04000
58
0.5183
98
1.1900
19
0.04500
59
0.5717
99
1.1950
20
0.05000
60
0.6250
100
1.2000
21
0.05500
61
0.6783
101
1.2050
22
0.06000
62
0.7317
102
1.2100
23
0.06500
63
0.7850
103
1.2150
24
0.07000
64
0.8384
104
1.2200
25
0.07500
65
0.8917
105
1.2250
26
0.08000
66
0.9117
106
1.2267
27
0.08500
67
0.9317
107
1.2284
28
0.09000
68
0.9517
108
1.2300
29
0.09500
69
0.9717
109
1.2317
30
0.10000
70
0.9917
110
1.2334
31
0.10660
71
1.0034
111
1.2351
32
0.11320
72
1.0150
112
1.2367
33
0.11980
73
1.0267
113
1.2384
34
0.12640
74
1.0383
114
1.2400
35
0.13300
75
1.0500
115
1.2417
36
0.13960
76
1.0568
116
1.2434
37
0.14620
77
1.0636
117
1.2450
38
0.15280
78
1.0704
118
1.2467
39
0.15940
79
1.0772
119
1.2483
40
0.16600
80
1.0840
120
1.2500
(e) 
If more than one BMP in series is necessary to achieve the required 80% TSS reduction for a site, the applicant shall utilize the following formula to calculate TSS reduction:
R = A + B - (A x B)/100
Where:
R
=
Total TSS percent load removal from application of both BMPs.
A
=
The TSS percent removal rate applicable to the first BMP.
B
=
The TSS percent removal rate applicable to the second BMP.
(f) 
Stormwater management measures shall also be designed to reduce, to the maximum extent feasible, the post-construction nutrient load of the anticipated load from the developed site in stormwater runoff generated from the water quality design storm. In achieving reduction of nutrients to the maximum extent feasible, the design of the site shall include green infrastructure BMPs that optimize nutrient removal while still achieving the performance standards in Subsection D(16), (17), and (18).
(g) 
In accordance with the definition of "FW1" at N.J.A.C. 7:9B-1.4, stormwater management measures shall be designed to prevent any increase in stormwater runoff to waters classified as FW1.
(h) 
The Flood Hazard Area Control Act Rules at N.J.A.C. 7:13-4.1(c)1 establish 300-foot riparian zones along Category One waters, as designated in the Surface Water Quality Standards at N.J.A.C. 7:9B, and certain upstream tributaries to Category One waters. A person shall not undertake a major development that is located within or discharges into a 300-foot riparian zone without prior authorization from the Department under N.J.A.C. 7:13.
(i) 
Pursuant to the Flood Hazard Area Control Act Rules at N.J.A.C. 7:13-11.2(j)3.i, runoff from the water quality design storm that is discharged within a 300-foot riparian zone shall be treated in accordance with this subsection to reduce the post-construction load of total suspended solids by 95% of the anticipated load from the developed site, expressed as an annual average.
(j) 
The stormwater runoff quality standards do not apply to the construction of one individual single-family dwelling, provided that the dwelling is not part of a larger development or subdivision that has received preliminary or final site plan approval prior to December 3, 2018, and further provided that the motor vehicle surfaces are made of permeable material(s) such as gravel, dirt, and/or shells.
(18) 
Stormwater runoff quantity standards.
(a) 
This subsection contains the minimum design and performance standards to control stormwater runoff quantity impacts of major development.
(b) 
In order to control stormwater runoff quantity impacts, the design engineer shall, using the assumptions and factors for stormwater runoff calculations in Subsection E, complete one of the following:
[1] 
Demonstrate through hydrologic and hydraulic analysis that for stormwater leaving the site, post-construction runoff hydrographs for the current and projected two-, ten-, and 100-year storm events, as defined and determined in Subsection E(3) and (4), respectively, of this section, do not exceed, at any point in time, the pre-construction runoff hydrographs for the same storm events;
[2] 
Demonstrate through hydrologic and hydraulic analysis that there is no increase, as compared to the pre-construction condition, in the peak runoff rates of stormwater leaving the site for the current and projected two-, ten-, and 100-year storm events, as defined and determined pursuant to Subsection E(3) and (4), respectively, of this section, and that the increased volume or change in timing of stormwater runoff will not increase flood damage at or downstream of the site. This analysis shall include the analysis of impacts of existing land uses and projected land uses assuming full development under existing zoning and land use ordinances in the drainage area;
[3] 
Design stormwater management measures so that the post-construction peak runoff rates for the current and projected two-, ten-, and 100-year storm events, as defined and determined in Subsection E(3) and (4), respectively, of this section, are 50%, 75% and 80%, respectively, of the pre-construction peak runoff rates. The percentages apply only to the post-construction stormwater runoff that is attributable to the portion of the site on which the proposed development or project is to be constructed; or
(c) 
The stormwater runoff quantity standards shall be applied at the site's boundary to each abutting lot, roadway, watercourse, or receiving storm sewer system.
E. 
Calculation of stormwater runoff and groundwater recharge.
(1) 
Stormwater runoff shall be calculated in accordance with the following:
(a) 
The design engineer shall calculate runoff using the following method:
[1] 
The USDA Natural Resources Conservation Service (NRCS) methodology, including the NRCS Runoff Equation and Dimensionless Unit Hydrograph, as described in Chapters 7, 9, 10, 15 and 16 Part 630, Hydrology National Engineering Handbook, incorporated herein by reference as amended and supplemented. This methodology is additionally described in Technical Release 55 - Urban Hydrology for Small Watersheds (TR-55), dated June 1986, incorporated herein by reference as amended and supplemented. Information regarding the methodology is available from the Natural Resources Conservation Service website at: https://directives.sc.egov.usda.gov/viewerFS.aspx?hid=21422 or at United States Department of Agriculture Natural Resources Conservation Service, New Jersey State Office.
(b) 
For the purpose of calculating curve numbers and groundwater recharge, there is a presumption that the pre-construction condition of a site or portion thereof is a wooded land use with good hydrologic condition. The term "curve number" applies to the NRCS methodology above in Subsection E(1)(a). A curve number or a groundwater recharge land cover for an existing condition may be used on all or a portion of the site if the design engineer verifies that the hydrologic condition has existed on the site or portion of the site for at least five years without interruption prior to the time of application. If more than one land cover has existed on the site during the five years immediately prior to the time of application, the land cover with the lowest runoff potential shall be used for the computations. In addition, there is the presumption that the site is in good hydrologic condition (if the land use type is pasture, lawn, or park), with good cover (if the land use type is woods), or with good hydrologic condition and conservation treatment (if the land use type is cultivation).
(c) 
In computing pre-construction stormwater runoff, the design engineer shall account for all significant land features and structures, such as ponds, wetlands, depressions, hedgerows, or culverts, that may reduce pre-construction stormwater runoff rates and volumes.
(d) 
In computing stormwater runoff from all design storms, the design engineer shall consider the relative stormwater runoff rates and/or volumes of pervious and impervious surfaces separately to accurately compute the rates and volume of stormwater runoff from the site. To calculate runoff from unconnected impervious cover, urban impervious area modifications as described in the NRCS Technical Release 55 - Urban Hydrology for Small Watersheds or other methods may be employed.
(e) 
If the invert of the outlet structure of a stormwater management measure is below the flood hazard design flood elevation as defined at N.J.A.C. 7:13, the design engineer shall take into account the effects of tailwater in the design of structural stormwater management measures.
(2) 
Groundwater recharge may be calculated in accordance with the following: The New Jersey Geological Survey Report GSR-32: A Method for Evaluating Groundwater-Recharge Areas in New Jersey, incorporated herein by reference as amended and supplemented. Information regarding the methodology is available from the New Jersey Stormwater Best Management Practices Manual; at the New Jersey Geological Survey website at: https://www.nj.gov/dep/njgs/pricelst/gsreport/gsr32.pdf or at New Jersey Geological and Water Survey, 29 Arctic Parkway, PO Box 420 Mail Code 29-01, Trenton, New Jersey 08625-0420.
(3) 
The precipitation depths of the current two-, ten-, and 100-year storm events shall be determined by multiplying the values determined in accordance with Subsection E(3)(a) and (b) below:
(a) 
The applicant shall utilize the National Oceanographic and Atmospheric Administration (NOAA), National Weather Service's Atlas 14 Point Precipitation Frequency Estimates: NJ, in accordance with the location(s) of the drainage area(s) of the site. This data is available at: https://hdsc.nws.noaa.gov/hdsc/pfds/pfds_map_cont.html?bkmrk=nj; and
(b) 
The applicant shall utilize Table 5: Current Precipitation Adjustment Factors below, which sets forth the applicable multiplier for the drainage area(s) of the site. The current precipitation adjustment factors are also found in N.J.A.C. 7:8-5.7(c) in Table 5-5.
Table 5: Current Precipitation Adjustment Factors
Two-Year
Design Storm
Ten-Year
Design Storm
100-Year
Design Storm
1.01
1.03
1.06
(4) 
Table 6: Future Precipitation Change Factors provided below sets forth the change factors to be used in determining the projected two-, ten-, and 100-year storm events for use in this section. The precipitation depth of the projected two-, ten-, and 100-year storm events of a site shall be determined by multiplying the precipitation depth of the two-, ten-, and 100-year storm events determined from the National Weather Service's Atlas 14 Point Precipitation Frequency Estimates pursuant to Subsection E(3)(a) above, by the change factor in the table below. The future precipitation change factors are also found in N.J.A.C. 7:8-5.7(d) in Table 5-6.
Table 6: Future Precipitation Change Factors
Two-Year
Design Storm
Ten-Year
Design Storm
100-Year
Design Storm
1.23
1.28
1.46
F. 
Sources for technical guidance.
(1) 
Technical guidance for stormwater management measures can be found in the documents listed below, which are available to download from the Department's website at: https://dep.nj.gov/stormwater/bmp-manual/
(a) 
Guidelines for stormwater management measures are contained in the New Jersey Stormwater Best Management Practices Manual, as amended and supplemented. Information is provided on stormwater management measures such as, but not limited to, those listed in Tables 1, 2, and 3.
(b) 
Additional maintenance guidance is available on the Department's website at: https://dep.nj.gov/stormwater/maintenance-guidance/.
(2) 
Submissions required for review by the Department should be mailed to: The Division of Watershed Protection and Restoration, New Jersey Department of Environmental Protection, Mail Code 501-02A, PO Box420, Trenton, New Jersey 08625-0420.
G. 
Solids and floatable materials control standards.
(1) 
Site design features identified under Subsection D(6) above, or alternative designs in accordance with Subsection D(7) above, to prevent discharge of trash and debris from drainage systems shall comply with the following standard to control passage of solid and floatable materials through storm drain inlets. For purposes of this subsection, "solid and floatable materials" means sediment, debris, trash, and other floating, suspended, or settleable solids. For exemptions to this standard see Subsection G(1)(b) below.
(a) 
Design engineers shall use one of the following grates whenever they use a grate in pavement or another ground surface to collect stormwater from that surface into a storm drain or surface water body under that grate:
[1] 
The New Jersey Department of Transportation (NJDOT) bicycle-safe grate, which is described in Chapter 2.4 of the NJDOT Bicycle Compatible Roadways and Bikeways Planning and Design Guidelines; or
[2] 
A different grate, if each individual clear space in that grate has an area of no more than seven square inches, or is no greater than 0.5 inch across the smallest dimension.
[a] 
Examples of grates subject to this standard include grates in grate inlets, the grate portion (non-curb-opening portion) of combination inlets, grates on storm sewer manholes, ditch grates, trench grates, and grates of spacer bars in slotted drains. Examples of ground surfaces include surfaces of roads (including bridges), driveways, parking areas, bikeways, plazas, sidewalks, lawns, fields, open channels, and stormwater system floors used to collect stormwater from the surface into a storm drain or surface water body.
[3] 
For curb-opening inlets, including curb-opening inlets in combination inlets, the clear space in that curb opening, or each individual clear space if the curb opening has two or more clear spaces, shall have an area of no more than seven square inches, or be no greater than two inches across the smallest dimension.
(b) 
The standard in Subsection G(1)(a) above does not apply:
[1] 
Where each individual clear space in the curb opening in existing curb-opening inlet does not have an area of more than nine square inches;
[2] 
Where the Township agrees that the standards would cause inadequate hydraulic performance that could not practicably be overcome by using additional or larger storm drain inlets;
[3] 
Where flows from the water quality design storm as specified in N.J.A.C. 7:8 are conveyed through any device (e.g., end of pipe netting facility, manufactured treatment device, or a catch basin hood) that is designed, at a minimum, to prevent delivery of all solid and floatable materials that could not pass through one of the following:
[a] 
A rectangular space 4 5/8 (4.625) inches long and 1 1/2 (1.5) inches wide (this option does not apply for outfall netting facilities); or
[b] 
A bar screen having a bar spacing of 0.5 inch.
[c] 
Note that these exemptions do not authorize any infringement of requirements in the Residential Site Improvement Standards for bicycle-safe grates in new residential development (N.J.A.C. 5:21-4.18(b)2 and 7.4(b)1).
[4] 
Where flows are conveyed through a trash rack that has parallel bars with one-inch spacing between the bars, to the elevation of the Water Quality Design Storm as specified in N.J.A.C. 7:8; or
[5] 
Where the New Jersey Department of Environmental Protection determines, pursuant to the New Jersey Register of Historic Places Rules at N.J.A.C. 7:4-7.2(c), that action to meet this standard is an undertaking that constitutes an encroachment or will damage or destroy the New Jersey Register listed historic property.
H. 
Safety standards for stormwater management basins.
(1) 
This subsection sets forth requirements to protect public safety through the proper design and operation of stormwater management BMPs. This subsection applies to any new stormwater management BMP.
(2) 
The provisions of this subsection are not intended to preempt more stringent municipal or county safety requirements for new or existing stormwater management BMPs. Municipal and county stormwater management plans and ordinances may, pursuant to their authority, require existing stormwater management BMPs to be retrofitted to meet one or more of the safety standards in Subsection H(3)(a), (b), and (c) for trash racks, overflow grates, and escape provisions at outlet structures.
(3) 
Requirements for trash racks, overflow grates and escape provisions.
(a) 
A trash rack is a device designed to catch trash and debris and prevent the clogging of outlet structures. Trash racks shall be installed at the intake to the outlet from the stormwater management BMP to ensure proper functioning of the BMP outlets in accordance with the following:
[1] 
The trash rack shall have parallel bars, with no greater than six-inch spacing between the bars;
[2] 
The trash rack shall be designed so as not to adversely affect the hydraulic performance of the outlet pipe or structure;
[3] 
The average velocity of flow through a clean trash rack is not to exceed 2.5 feet per second under the full range of stage and discharge. Velocity is to be computed on the basis of the net area of opening through the rack; and
[4] 
The trash rack shall be constructed of rigid, durable, and corrosion-resistant material and designed to withstand a perpendicular live loading of 300 pounds per square foot.
(b) 
An overflow grate is designed to prevent obstruction of the overflow structure. If an outlet structure has an overflow grate, such grate shall meet the following requirements:
[1] 
The overflow grate shall be secured to the outlet structure but removable for emergencies and maintenance.
[2] 
The overflow grate spacing shall be no greater than two inches across the smallest dimension.
[3] 
The overflow grate shall be constructed and installed to be rigid, durable, and corrosion-resistant, and shall be designed to withstand a perpendicular live loading of 300 pounds per square foot.
(c) 
Stormwater management BMPs shall include escape provisions as follows:
[1] 
If a stormwater management BMP has an outlet structure, escape provisions shall be incorporated in or on the structure. Escape provisions include the installation of permanent ladders, steps, rungs, or other features that provide easily accessible means of egress from stormwater management BMPs. With the prior approval of the Township pursuant to Subsection H(4), a freestanding outlet structure may be exempted from this requirement.
[2] 
Safety ledges shall be constructed on the slopes of all new stormwater management BMPs having a permanent pool of water deeper than 2 1/2 feet. Safety ledges shall be comprised of two steps. Each step shall be four feet to six feet in width. One step shall be located approximately 2 1/2 feet below the permanent water surface, and the second step shall be located one to 1 1/2 feet above the permanent water surface. See Subsection H(5) for an illustration of safety ledges in a stormwater management BMP; and
[3] 
In new stormwater management BMPs, the maximum interior slope for an earthen dam, embankment, or berm shall not be steeper than three horizontals to one vertical.
(4) 
Variance, exception, or exemption from safety standard. A variance, exception, or exemption from the safety standards for stormwater management BMPs may be granted only upon a written finding by the Township that the variance, exception, or exemption will not constitute a threat to public safety.
(5) 
Safety ledge illustration.
Elevation View - Basin Safety Ledge Configuration
104Elevation view.tif
I. 
Maintenance and repair.
(1) 
Applicability. Projects subject to review pursuant to Subsection A(3) of this section shall comply with the requirements of Subsection I(2) and (3).
(2) 
General maintenance.
(a) 
The design engineer shall prepare a maintenance plan for the stormwater management measures incorporated into the design of a major development. Maintenance and inspection guidance can be found on the Department's website at: https://dep.nj.gov/stormwater/maintenance-guidance/
(b) 
The maintenance plan shall contain specific preventative maintenance tasks and schedules; cost estimates, including estimated cost of sediment, debris, or trash removal; and the name, address, and telephone number of the person or persons responsible for preventative and corrective maintenance (including replacement). The plan shall contain information on BMP location, design, ownership, maintenance tasks and frequencies, and other details as specified in Chapter 8 of the NJ BMP Manual, as well as the tasks specific to the type of BMP, as described in the applicable chapter containing design specifics.
(c) 
If the maintenance plan identifies a person other than the property owner (for example, a developer, a public agency or homeowners' association) as having the responsibility for maintenance, the plan shall include documentation of such person's or entity's agreement to assume this responsibility, or of the owner's obligation to dedicate a stormwater management facility to such person under an applicable ordinance or regulation.
(d) 
Responsibility for maintenance shall not be assigned or transferred to the owner or tenant of an individual property in a residential development or project, unless such owner or tenant owns or leases the entire residential development or project. The individual property owner may be assigned incidental tasks, such as weeding of a green infrastructure BMP, provided the individual agrees to assume these tasks; however, the individual cannot be legally responsible for all of the maintenance required.
(e) 
If the party responsible for maintenance identified under Subsection I(2)(c) above is not a public agency, the maintenance plan and any future revisions based on Subsection I(2)(g) below shall be recorded upon the deed of record for each property on which the maintenance described in the maintenance plan must be undertaken.
(f) 
Preventative and corrective maintenance shall be performed to maintain the functional parameters (storage volume, infiltration rates, inflow/outflow capacity, etc.) of the stormwater management measure, including, but not limited to, repairs or replacement to the structure; removal of sediment, debris, or trash; restoration of eroded areas; snow and ice removal; fence repair or replacement; restoration of vegetation; and repair or replacement of nonvegetated linings.
(g) 
The party responsible for maintenance identified under Subsection I(2)(c) above shall perform all of the following requirements:
[1] 
Maintain a detailed log of all preventative and corrective maintenance for the structural stormwater management measures incorporated into the design of the development, including a record of all inspections and copies of all maintenance-related work orders;
[2] 
Evaluate the effectiveness of the maintenance plan at least once per year and adjust the plan and the deed as needed; and
[3] 
Retain and make available, upon request by any public entity with administrative, health, environmental, or safety authority over the site, the maintenance plan and the documentation required by Subsection I(2)(g)[1] and [2] above.
(h) 
The requirements of Subsection I(2)(c) and (d) do not apply to stormwater management facilities that are dedicated to and accepted by the Township or another governmental agency, subject to all applicable municipal stormwater general permit conditions, as issued by the Department.
(i) 
In the event that the stormwater management facility becomes a danger to public safety or public health, or if it is in need of maintenance or repair, the Township shall so notify the responsible person in writing. Upon receipt of that notice, the responsible person shall have 14 days to effect maintenance and repair of the facility in a manner that is approved by the municipal engineer or his designee. The Township, in its discretion, may extend the time allowed for effecting maintenance and repair for good cause. If the responsible person fails or refuses to perform such maintenance and repair, the Township or county may immediately proceed to do so and shall bill the cost thereof to the responsible person. Nonpayment of such bill may result in a lien on the property.
(3) 
Nothing in this subsection shall preclude the Township from requiring the posting of a performance or maintenance guarantee in accordance with N.J.S.A. 40:55D-53.

§ 166-105 Conditions for allowing deviations.

The rules, regulations and standards as set forth in this Part 4 shall be considered the minimum requirements for the protection of the public health, safety and welfare of the citizens of the Township. Any action taken by the Planning Board under the terms of this Part 4 shall give primary consideration to the above-mentioned matters and to the health, safety and welfare of the entire community. However, if the applicant or his agent can clearly demonstrate that, because of peculiar conditions pertaining to his land, the literal enforcement of one or more of these subdivision or site plan regulations shall exact undue hardship, the Planning Board may permit such deviation as may be reasonable and within the general purpose and intent of the rules, regulations and standards established by this Part 4. The purpose of this section is to provide for deviation from the terms of this Part 4 and not from the terms of the Zoning Regulations of the Township. In making its findings, as required hereinbelow, the Planning Board shall take into account the nature of the proposed work and the existing use of land in the vicinity, the effect of the proposed deviation on the Township Master Plan, the number of persons to reside or work in the proposed subdivision or site and the probable effect of the proposed application upon traffic conditions in the vicinity. No deviation shall be granted unless the Planning Board finds that:
A. 
There are special circumstances or conditions affecting such property such that the strict application of the provisions of this chapter would deprive the applicant of the reasonable use of his land.
B. 
The deviation is necessary for the preservation and enjoyment of a substantial property right of the applicant
C. 
The granting of the deviation will not be detrimental to the public health, safety and welfare or injurious to property in the area in which such property is situated. A petition for any such deviation shall be submitted, in writing, by the applicant at the time the application is submitted. The petition shall state fully the grounds upon which the application is made and the facts upon which the applicant relies for the relief requested. The petition shall be heard and acted upon by the Planning Board as a whole, but no application involving a deviation shall be approved before receipt of the County Planning Board's report thereon, if required, or the expiration of the period of time within which such report is required to be submitted. If the Planning Board deems the proposed deviation of sufficiently serious nature, it may require additional public hearings to be held in accordance with Article VI. If the Planning Board shall disapprove the proposed deviation, the reasons therefor shall be stated in its resolution, and the applicant shall remedy said application prior to further consideration by the Board.

§ 166-106.1 Application form.

For purposes of completeness review only, three copies of the application form(s), completed and signed, shall be submitted. Thereafter, if the application is determined to be complete, the applicant shall submit 17 additional copies, for a total of 20 copies, of the appropriate application form(s), completed and signed. The application form shall be available in the office of the Land Use Administrator/Secretary of the Planning Board and Board of Adjustment. If the applicant believes that any item on the form is not applicable to the application, it shall be so indicated on the application form(s) by the words "not applicable," "none" or other appropriate language.

§ 166-106.2 Development plans.

All plans submitted to the Board of Adjustment with applications for variance approval, which development also requires subdivision or site plan approval, whether or not the application for one or more variances are bifurcated from the subdivision or site plan application, shall comply with the requirements and contain the information set forth in Article XII of this chapter. The applicant may request that one or more of the plan requirements be waived in accordance with § 166-35. All plans submitted to the Board of Adjustment with applications for variance approval, which development does not also require subdivision or site plan approval, shall comply with the following requirements and contain the following information. The applicant may request that one or more of the plan requirements be waived in accordance with § 166-35.
A. 
Number of copies. For purposes of completeness review only, three copies of the proposed plan(s) shall be submitted. Thereafter, if the application is determined to be complete, the applicant shall submit 17 additional copies, for a total of 20 copies, of any proposed plan(s).
B. 
Who may prepare. Any plan submitted as part of an application to a Township agency shall be prepared by an individual pursuant to the regulations in N.J.A.C. 13:27, 13:40, and 13:41, as amended, provided that the owner of a single-family detached or two-family dwelling may prepare the plan for his or her property involving such dwelling. The preparer of the plan, whether professional or owner, shall be identified on the plan and the plan preparer's signature and seal included on the plan.
C. 
Reference/record and regulatory information. The following reference, record and regulatory information shall be included on the development plans:
(1) 
Name(s) and address(es) of the applicant and owner.
(2) 
Name, address, signature and seal of plan preparer.
(3) 
Existing lot and block numbers of the property based upon the current Township tax maps.
(4) 
Existing street address of the property.
(5) 
Date(s) the plans were prepared and date(s) of all plan amendments.
(6) 
An index of all of the sheets comprising the plans, including the latest date of such sheets, located on the cover sheet or first sheet of the plan set.
(7) 
A blank rectangular area at least four inches wide by 2.25 inches high on the first sheet of the plan set. This space shall be reserved for the Township's standard signature block for the Chairman and Secretary of the Board.
(8) 
A reference note indicating the title, date and preparer of any previous survey and/or plan upon which the current plans are based.
(9) 
Scale of plans. All plans shall be drawn to scale, which shall not exceed 40 feet to the inch for the variance plan, or 16 feet to the inch in the case of architectural plans; provided that the Board or its completeness designee(s) may permit a greater scale in exceptional situations.
(10) 
North arrow.
(11) 
Zone district within which the property is located, as well as the zone district of all adjacent properties.
(12) 
Information sufficient to demonstrate compliance with all applicable Township development regulations.
(13) 
To the extent relevant to the development application, a zoning chart/table indicating, at a minimum, the applicable requirements for lot area, lot width, lot depth, building height, yard depths (setbacks) for buildings and paved areas, floor area ratio, building coverage, improvement coverage, and number of required parking spaces, as well as the proposed condition for each of the foregoing.
(14) 
Municipal boundary line(s), if any, crossing or abutting the subject property.
(15) 
Existing boundaries of the site(s) in question, with bearings and dimensions.
(16) 
Location, nature and width of existing easements or rights-of-way on or abutting the subject property, including but not limited to streets, utility and drainage easements, sight easements, access easements, slope easements and conservation easements.
(17) 
The required building envelope for the lot, showing graphically and by dimension the required minimum front, side and rear yard setbacks for the principal building.
(18) 
Any airport safety zones or subzones for the Morristown Airport affecting the property, as indicated on the Zoning Map.
(19) 
To the extent relevant to the development application, the location of any portion of the property that is not within a sanitary sewer service area. This information may be obtained from the Hanover Sewerage Authority or other sewerage authority having jurisdiction.
D. 
Environmental information.
(1) 
Location of streams, ponds and other water bodies, along with any regulated riparian buffers or zones.
(2) 
The location and elevation of any 100-year flood hazard areas and the location of floodways on the property. Such flood hazard areas and floodways shall be based upon the most recent Flood Insurance Rate maps prepared by the Federal Emergency Management Agency, as determined by the Township Engineer. If the development is subject to the Flood Hazard Area Control Act Rules, (N.J.A.C. 7:13), the location and elevations of the flood areas as determined by the NJDEP regulations shall be shown.
(3) 
When freshwater wetlands and/or required wetland transition areas as regulated by the NJDEP are present or suspected to be present on the property, one or more of the following:
(a) 
A letter of interpretation from the NJDEP indicating the presence or absence of freshwater wetlands, verifying the boundaries of freshwater wetlands, and classifying the wetlands by resource value.
(b) 
A letter of exemption from the NJDEP certifying that the proposed activity is exempt from the Freshwater Wetlands Protection Act and the wetland regulations.
(c) 
A copy of any application made to the NJDEP for any permit concerning a proposed regulated activity in or around freshwater wetlands.
(d) 
Other documentation, as determined to be sufficient by the Board or its completeness designee(s), demonstrating that no wetlands or wetland transition areas exist on the subject property, and demonstrating that no wetlands exist on adjacent property that would affect or limit the proposed development.
(4) 
If the subject property contains known or suspected soil and/or groundwater contamination, the location and description of such contamination, to the extent known, and the status of any cleanup or mitigation efforts.
E. 
Proposed easements and rights-of-way.
(1) 
The location, nature and width of any proposed easements or rights-of-way on or abutting the subject property, including but not limited to streets, utility easements, drainage easements, sight easements, access easements, slope easements and conservation easements.
F. 
Existing and proposed improvements and related information.
(1) 
Location of existing and proposed buildings on the property, with existing and proposed setbacks from property lines dimensioned on the plan.
(2) 
Location of existing buildings, paved areas, fences and walls, other improvements and trees on adjacent properties, if the same may affect, or be affected by, the proposed development.
(3) 
For new buildings and additions to existing buildings, or when required to determine compliance with floor area ratio and/or parking requirements, floor plans for existing and proposed buildings showing the use and layout of all building floors, along with the horizontal dimensions of all exterior walls.
(4) 
For new buildings and additions to existing buildings, facade elevations showing the extent and nature of the construction, including the wall and roof materials, colors and design.
(5) 
The vertical height of new buildings or additions, measured between the roof peak and the finished floor elevation of the building.
(6) 
If improvements (e.g., driveway openings, utility service connections, drainage pipes and other drainage structures, road widening, striping, curbing, walkways) are proposed within the street right-of-way, or if improvements located outside the street right-of-way are proposed to connect to existing improvements within the street right-of-way, or adjacent to the right-of-way, then the location, dimensions and nature of existing improvements located within the street right-of-way shall be shown.
(7) 
The location and design of any proposed street modifications, including the proposed width, slopes, manhole and drainage inlet elevations, curbing, pavement specifications, striping, signage, and street trees, to the extent relevant to the proposed development.
(8) 
Location of existing and proposed paved areas on the property, including parking areas, driveways, walkways, etc., showing the design of such areas. When relevant to the application, the dimensions of such areas and their setback from property lines shall be shown.
(9) 
The location and nature of existing and proposed utility services, including water supply, sanitary sewers, septic systems, gas, electric, telephone and cable television service, and any aboveground and underground fuel tanks. Such information shall include, but not be limited to, pipe sizes, materials, manhole locations and elevations, as applicable.
(10) 
If buildings or impervious areas are proposed, the Township Engineer may require the plan to show the location and nature of existing and proposed storm drainage improvements and may require the submission of drainage calculations (may not be required for all applications).
(11) 
Location and description of existing and proposed street trees, shade trees and other landscaping. Information for proposed plantings shall include plant names, number of plants and planted size.
(12) 
Location and quantity of existing trees on the subject property. Applications for development that propose to remove regulated trees as set forth in § 166-131E shall provide the information required by § 166-110.1A.
(13) 
The location and design, including at least the height and materials, of existing and proposed fences and walls.
(14) 
The location and design of walkways, steps, ramps, patios, decks and similar improvements.
(15) 
Existing and proposed exterior lighting fixtures, to the extent relevant to the proposed development. If lighting is proposed, the height and location of the fixture(s), type of fixture(s), pole material, design of any shielding, shall be included on the plan. The manufacturer's isocandela diagram and/or an illumination grid shall be superimposed upon the site plan. The proposed illumination levels at the property lines shall be provided. Manufacturer's details of proposed light fixtures shall be submitted.
(16) 
If a sign or signs are proposed, the number, location, height, area, materials, color, design and illumination of such sign(s) shall be provided.
(17) 
Existing and proposed topographic contours, both for the property and for adjacent areas affecting or affected by the development. Contour intervals shall not exceed the following: up to 5% grade, one foot; over 5% grade, two feet. Contour elevations shall be referenced to the New Jersey State Plane Coordinates in NAD 83 and NAVD 88 elevations, unless waived by the Township Engineer.
(18) 
If regrading near existing buildings or paved areas is proposed, proposed spot grades at the corners of all buildings and in appropriate pavement locations, and the finished floor elevations of buildings.
(19) 
A soil erosion and sedimentation control plan, showing the limits of disturbance, any soil stockpiling, construction routes, silt fencing and other controls, unless waived by the Township Engineer.
(20) 
The nature, location and design of any accessory buildings or roofed accessory structures (e.g., gazebos, trellises, pergolas, arbors, etc.), swimming pools, play equipment, and other similar structures and equipment.
(21) 
The nature, location, and design of any outdoor storage of vehicles, equipment or materials.
(22) 
The location, size and height of any exterior heating, ventilating or air-conditioning equipment, exterior generators, pool filters or similar equipment.
(23) 
Construction details and specifications sufficient to illustrate the nature of proposed site improvements, including but not limited to the following: paving, curbing, walls, fences, utility and storm drainage structures, soil erosion control structures, tree protection devices, light fixtures and standards, signs, planting and staking details, and barrier-free access design.

§ 166-106.3 Supplemental documents and information.

All applications submitted for variance approval, which development also requires subdivision or site plan approval, whether or not the application for one or more variances are bifurcated from the subdivision or site plan application, shall submit the information, documentation and payments set forth in Article XII of this chapter. The applicant may request that one or more of the plan requirements be waived in accordance with § 166-35. All applications submitted to the Board of Adjustment for variance approval, which development does not also require subdivision or site plan approval, shall include the following fees, deposits, and supplemental documents and information. The applicant may request that one or more of the requirements be waived in accordance with § 166-35.
A. 
The survey upon which the development plans are based. In the event that the survey does not accurately portray current conditions, an updated survey may be required.
B. 
Application fees and initial deposits for professional services, as applicable, as set forth in this chapter.
C. 
Certification from the Tax Collector indicating that all taxes, assessments and sewer bills for the subject property are paid up to and including the most recent collection period.
D. 
Certification from both the Board of Adjustment and the Planning Board indicating the nature and date of prior actions, if any, by the respective Boards affecting the subject property, as disclosed by the available records of such Boards. If there is a question concerning whether or not such prior action(s) may affect the proposed development, a copy of the resolution concerning such prior action(s) shall be submitted.
E. 
A statement from the Zoning Officer of any pending enforcement actions related to zoning violations on the subject property.
F. 
If the Zoning Officer has issued a letter of denial for the proposed development, a copy of such letter.
G. 
If there are any covenants and/or deed restrictions that affect or are affected by the proposed development, a copy of such documents.
H. 
If the proposed development is restricted by any prior permits and/or other approvals from other governmental entities or public utilities, whether local, regional, county, state, or federal, a copy of such permits and/or other approvals including said restrictions.
I. 
A certified list of current property owners and utilities located within 200 feet of the development property. The list is to be obtained by the applicant from the Deputy Township Clerk.