[Amended 3-19-2007 by Ord. No. 07-02; 1-17-2012 by Ord. No. 12-01; 12-4-2017 by Ord. No. 17-24; 2-16-2021 by Ord. No. 21-07; 11-20-2023 by Ord. No. 23-32]
A. 
Policy statement.
(1) 
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 green infrastructure, water quality, quantity, and groundwater recharge.
(2) 
In addition to the proper design and construction of stormwater management facilities, continued inspection and maintenance will be required through the life of each facility. This oversight includes periodic inspection of stormwater facilities and review of operation and maintenance records kept by each property owner; including inspection logs, maintenance records, and stormwater facility location information.
B. 
Purpose.
(1) 
This article is enacted in accordance with the Stormwater Pollution Prevention Plan (SPPP) of the Township of Clark and is enacted with the purpose to establish minimum stormwater management requirements and controls for "major development," as defined herein.
(2) 
The Township of Clark is also subject to compliance with the New Jersey Municipal Stormwater Regulation Program. Under this program, the Township of Clark holds a municipal separate storm sewer system (MS4) permit that requires the municipality to have a system of oversight in place to ensure adequate long-term operation and maintenance of stormwater facilities approved but not owned or operated by it. Stormwater facilities include, among other devices and structures, stormwater management basins.
(3) 
A system of oversight is achieved by the implementation of local ordinances which are required by the MS4 permit with the legal authority being derived from the Federal Clean Water Act, the New Jersey Water Pollution Control Act and the New Jersey Stormwater Management Rules. The Township's system of oversight requires collaboration with the owners or operators of stormwater facilities.
(4) 
The Township of Clark also is establishing a policy for addressing stormwater management for development not meeting the criteria of major development. Design standards and design requirements not included herein may be found in a publication entitled "New Jersey Stormwater Best Management Practices Manual" (BMP Manual) that may be found at http://www.dep.nj.gov/stormwater/bmp-manual/. The Stormwater Management Rules, N.J.A.C. 7:8 specify stormwater management standards that are mandatory in New Jersey for new major development. The BMP Manual was developed by the NJDEP to provide guidance to address the standards in the Stormwater Management Rules, N.J.A.C. 7:8.
C. 
Applicability.
(1) 
This article shall be applicable to all site plans and subdivisions for developments that require either preliminary or final site plan or subdivision review.
(2) 
This article shall also be applicable to all major developments undertaken by the Township of Clark.
(3) 
Applicability of this ordinance to major developments shall comply with last amended N.J.A.C. 7:8-1.6, incorporated herein by reference.
(4) 
This article is applicable to developments that do not otherwise meet the NJDEP's definition of major development.
D. 
Compatibility with other permit and ordinance requirements. Development approvals issued for subdivisions and site plans pursuant to this article are to be considered an integral part of development approvals under the subdivision and site plan review process 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 article shall be held to be the minimum requirements for the promotion of the public health, safety, and general welfare. This article 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 article 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.
A. 
For the purpose of this article, the following terms, phrases, words, and their derivations shall have the meanings stated herein unless their use in the text of this article 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 used in this ordinance shall be the same as the last amended Stormwater Management Rules at N.J.A.C. 7:8-1.2, incorporated herein by reference.
A. 
This section establishes design and performance standards for stormwater management measures for major development intended to minimize the adverse impact of stormwater runoff on water quality and water quantity and loss of groundwater recharge in receiving water bodies. Design and performance standards for stormwater management measures shall comply with last amended N.J.A.C. 7:8-5, incorporated herein by reference.
B. 
Minimum development design criteria. Development that does not meet the criteria of a major development shall address the requirements herein to the maximum extent practicable. At a minimum, applicants proposing such development shall document that there is no additional runoff draining to adjoining properties. Runoff from new impervious coverage shall be routed to the nearest street or municipal storm drainage system and not to adjacent properties.
A. 
Site design features identified under § 306-3 above, or alternative designs in accordance with § 306-3 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 § 306-4A(2) below.
(1) 
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:
(a) 
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
(b) 
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 inches across the smallest dimension. Note that the Residential Site Improvement Standards at N.J.A.C. 5:21 include requirements for bicycle safe grates.
[1] 
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.
(c) 
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.
(2) 
The standard in § 306-4A(1) above does not apply:
(a) 
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;
(b) 
Where the municipality agrees that the standards would cause inadequate hydraulic performance that could not practicably be overcome by using additional or larger storm drain inlets;
(c) 
Where flows from the water quality design storm as specified in the last amended Stormwater Management rules at N.J.A.C. 7:8 et seq. 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:
[1] 
A rectangular space 4.625 inches long and 1.5 inches wide (this option does not apply for outfall netting facilities); or
[2] 
A bar screen having a bar spacing of 0.5 inches.
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].
(d) 
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
(e) 
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.
A. 
This section sets forth requirements to protect public safety through the proper design and operation of stormwater management basins. This section applies to any new stormwater management basin. Safety standards for stormwater management measures shall comply with last amended N.J.A.C. 7:8-6, incorporated herein by reference.
B. 
Safety ledge illustration.
Elevation View - Basin Safety Ledge Configuration
306Elevation view.tif
A. 
Submission of site development stormwater plan.
(1) 
Whenever an applicant seeks municipal approval of a development subject to this ordinance, the applicant shall submit all of the required components of the checklist for the site development stormwater plan at § 306-6C below as part of the submission of the application for approval.
(2) 
The applicant shall demonstrate that the project meets the standards set forth in this article.
(3) 
The applicant shall submit two copies of the materials listed in the checklist for site development stormwater plans in accordance with § 306-6C of this article.
B. 
Site development stormwater plan approval. The applicant's site development project shall be reviewed as a part of the review process by the municipal board or official from which municipal approval is sought. That municipal board or official shall consult the municipality's review engineer to determine if all of the checklist requirements have been satisfied and to determine if the project meets the standards set forth in this article.
C. 
Submission of site development stormwater plan. The following information shall be required:
(1) 
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.
(2) 
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.
(3) 
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.
(4) 
Land use planning and source control plan. This plan shall provide a demonstration of how the goals and standards of Section III 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.
(5) 
Stormwater management facilities map. The following information, illustrated on a map of the same scale as the topographic base map, shall be included:
(a) 
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.
(b) 
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.
(6) 
Calculations.
(a) 
Comprehensive hydrologic and hydraulic design calculations for the pre-development and post-development conditions for the design storms specified in § 306.3 of this article.
(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 onsite 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.
(7) 
Maintenance and repair plan. The design and planning of the stormwater management facility shall meet the maintenance requirements of § 306-7.
(8) 
Waiver from submission requirements. The municipal official or board reviewing an application under this ordinance may, in consultation with the municipality's review engineer, waive submission of any of the requirements in § 306-6C(1) through (6) of this article when it can be demonstrated that the information requested is impossible to obtain or it would create a hardship on the applicant to obtain and its absence will not materially affect the review process.
A. 
Applicability. Projects subject to review as in § 306-1C of this article shall comply with the requirements of the BMP Manual - Appendix D, Section X B regarding general maintenance and Section X C regarding performance and maintenance guarantees.
B. 
Inspection, oversight and owner responsibilities.
(1) 
All developments that contain stormwater management devices within the Township are subject to the stormwater maintenance permit and periodic inspection. An annual stormwater maintenance permit is required in January of each year. Stormwater structures and devices listed herein are described in New Jersey Stormwater Best Management Practices Manual, latest edition, issued by the NJDEP and can be found on its website at http://www.dep.nj.gov/stormwater/bmp-manual/. The annual permit and inspection fees for each stormwater device are as follows:
(a) 
Drywell up to 1,000 cubic feet of storage: $50.
(b) 
Drywell over 1,000 cubic feet of storage: $250.
(c) 
Vegetative swales: $250 for the first 100 linear feet and $50 for each additional 100 linear feet.
(d) 
Infiltration basin, aboveground: $500.
(e) 
Infiltration basin, below-ground: $750.
(f) 
Detention basin, aboveground: $500.
(g) 
Detention basin, below-ground: $750.
(h) 
Wet pond: $750.
(i) 
Rain garden: $50.
(j) 
Bioretention basin: $750.
(k) 
Porous pavement/pervious surface: $500.
(l) 
Constructed wetland: $750.
(m) 
Manufactured treatment device: $500.
(n) 
Storm sewer collection system: $50.
(2) 
Recordkeeping, inspection and repair guidelines and noncompliance penalties.
(a) 
Quarterly maintenance records shall be submitted to the Township of Clark Clerk's office. Report forms and report guidance can be obtained in the NJDEP - NJPDES Monitoring Report Form Reference Manual (81 pp). The maintenance records for the periods of:
[1] 
January 1 to March 31 must be reported no later than April 30.
[2] 
April 1 to June 30 must be reported no later than July 31.
[3] 
July 1 to September 30 must be reported no later than October 31.
[4] 
October 1 to December 31 to be reported no later than January 31.
Note: Deficient maintenance items identified in this process must be rectified and the owner of the stormwater management facility shall complete the required repairs within 30 days of date of the report. Documentation of the repairs shall be submitted to the Township.
(b) 
Mechanically treated structures which utilize filters shall have on record and be provided to the Township the requirements of the replacement of the filters as per manufacturer and the dates the filters have been replaced.
(c) 
Inspections shall include but not be limited to:
[1] 
Detention basin outflow structures, escape provisions as outlined in N.J.A.C. 7:8-6.2 and all components;
[2] 
Vegetation;
[3] 
Trash racks and overflow grates;
[4] 
Embankment erosion;
[5] 
Sediment removal and pond maintenance; and
[6] 
Catch basin and inlet cleaning.
(d) 
The owner of the stormwater management measure, immediately upon notice, shall complete repairs that may adversely affect the public's health, safety and welfare.
Note: The permittee is responsible for understanding and meeting all permit requirements. Permittees should read this entire chapter and their permit completely and thoroughly to ensure their understanding of all limitations and conditions contained therein. Submission of improperly completed monitoring report forms (MRF) is a violation of the NJPDES permit and this chapter which may result in the assessment of penalties against the permittees and associated costs.
(3) 
The following requirements of N.J.A.C. 7:8-5.8 do not apply to stormwater management facilities that are dedicated to and accepted by the municipality or another governmental agency, subject to all applicable municipal stormwater general permit conditions, as issued by the Department:
(a) 
If the maintenance plan identifies a person other than the property owner 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; and
(b) 
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 green infrastructure BMP, provided the individual agrees to assume these tasks; however, the individual cannot be legally responsible for all of the maintenance required.
(4) 
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 municipality shall so notify the responsible person in writing. Upon receipt of that notice, the responsible person shall have 14 days to effect maintenance and repair of the facility in a manner that is approved by the municipal engineer or his designee. The municipality, in its discretion, may extend the time allowed for effecting maintenance and repair for good cause. If the responsible person fails or refuses to perform such maintenance and repair, the municipality 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.
(5) 
Nothing in this section shall preclude the Township in which the major development is located from requiring the posting of a performance or maintenance guaranty in accordance with N.J.S.A. 40:55D-53.
A. 
General penalty. Any person who erects, constructs, alters, repairs, converts, maintains, or uses any building, structure or land in violation of this article shall, upon conviction thereof, be liable to the penalty stated in Chapter 1, Article III, General Penalty.
B. 
NJPDES violations and recovery.
(1) 
A person who has not complied with § 306-7B, Inspection, oversight and owner responsibilities, and who, after notice, refuses to implement and maintain soil erosion control and stormwater runoff control measures and facilities in conformance with these regulations shall be subject to a fine of not more than $1,000 or 90 days in jail, or both, plus the cost of prosecution. Each act of violation, and every day upon which any violation shall occur or continues to occur, shall constitute a separate offense. In addition, persons failing to obtain an annual stormwater maintenance permit and persons failing to provide quarterly maintenance records shall be subject to a fine of not more than $50 and $100 respectively.
(2) 
Repeat offenses under this chapter shall be subject to increased fines as provided for below. As used in this section, "repeat offenses" means a second or subsequent violation of the same requirement or provision of this chapter for which the person admits responsibility or is determined to be responsible. The increased fine for repeat offenses shall be as follows:
(a) 
The fine for any offense which is a first repeat offense shall be $500, plus costs; and
(b) 
The fine for any offense which is a second repeat offense or any subsequent repeat offense shall be $2,500, plus costs.
(c) 
In addition to other remedies under this chapter, the Township may bring an action against the owner of the property for which the violation exists for the costs incurred in cleaning up and abating the offending condition.
[1] 
Failure of owner to repair; repair by Township. If the property owner receiving notice shall not comply with the requirements of such notice, the Engineer, upon filing due proof of service in the office of the Township Clerk, shall cause the required work to be done.
[2] 
Lien. The cost of such work shall be certified by the Engineer to the Township Council, who shall examine same and, if found correct, shall cause such cost to become a lien upon the property for which such work was done, to the same extent that assessments for local improvements become liens, and such cost shall be collected in the manner provided by law for the collection of such other assessments and shall bear interest at the same rate.
[3] 
Lien to be noted on lien searches. In all searches against any lands affected by any such improvement, it shall be the duty of the Township official making such search to set out the amount due and unpaid for such repairs or improvements, if such amount appears on record. If the amount of such cost shall not yet have been reported as herein provided for, it shall be the duty of such officer to set forth on the search, in brief, a reference to repairs or improvements and the fact that notice was given to the owner to repair.
[4] 
Additional liability of owner. In addition thereto, the Township may have an action to recover such amount against the owner of such lands in any court having competent jurisdiction thereof, and a certified copy of the certificate of lien shall, in such action, be prima facie evidence of the existence of the debt due from such owner to the Township.
(d) 
In addition, should an owner violate the requirements of this article on more than two occasions, the Township shall require the submission of a maintenance bond, renewable annually, in the amount to be determined by the Township Engineer, to guarantee future maintenance.
Each section, subsection, sentence, clause and phrase of this article is declared to be an independent section, subsection, sentence, clause and phrase, and the finding or holding of any such portion of this article to be unconstitutional, void, or ineffective for any cause, or reason, shall not affect any other portion of this article.
This article shall be in full force and effect from and after its adoption and any publication as required by law.