Bogota Public Notices



Listing of Public Notices supplemental to the notice posted on the North Jersey Record and Newark Star-Ledger newspapers.

Notices will be posted in chronological order with the most recent notice appearing first.
Notices will be available for viewing for the Calendar year they are posted, or until they have been closed by the organization issuing the notice. 
Notices are being reposted by the authority of the organization issuing the notice.    The organization issuing the notice is solely responsible for the content.

                                                                      ------------------

Borough of Bogota
Public Notice Change of Mayor and Council Meeting Location
PLEASE TAKE NOTICE, that the location for the March 21, 2024 Mayor and Council meeting has been change to the Senior Center located at 375 Larch Ave, Bogota, NJ 07603. Formal action will be taken. Yenlys Flores-Bolivard, Municipal Clerk

   -----------------    
             

                                              INTRODUCTION ORDINANCE NO. 1614

(Amending ORD. NO. 1598)

 

BOND ORDINANCE TO AMEND SECTIONS 4.B AND 10 OF THE BOND ORDINANCE (ORD. NO. 1598) ENTITLED:  "BOND ORDINANCE TO AUTHORIZE THE MAKING OF VARIOUS PUBLIC IMPROVEMENTS AND THE ACQUISITION OF NEW ADDITIONAL OR REPLACEMENT EQUIPMENT AND MACHINERY, NEW COMMUNICATION AND SIGNAL SYSTEMS EQUIPMENT, NEW INFORMATION TECHNOLOGY EQUIPMENT AND NEW AUTOMOTIVE VEHICLES, INCLUDING ORIGINAL APPARATUS AND EQUIPMENT, IN, BY AND FOR THE BOROUGH OF BOGOTA, IN THE COUNTY OF BERGEN, STATE OF NEW JERSEY, TO APPROPRIATE THE SUM OF $1,900,000 TO PAY THE COST THEREOF, TO MAKE A DOWN PAYMENT, TO AUTHORIZE THE ISSUANCE OF BONDS TO FINANCE SUCH APPROPRIATION AND TO PROVIDE FOR THE ISSUANCE OF BOND ANTICIPATION NOTES IN ANTICIPATION OF THE ISSUANCE OF SUCH BONDS," ADOPTED JUNE 8, 2023.

 

-------------------------------------------------

BE IT ORDAINED by the Borough Council of the Borough of Bogota, in the County of Bergen, State of New Jersey, as follows:

Section 1.  Section 4.B of Ordinance No. 1598 entitled:

"BOND ORDINANCE TO AUTHORIZE THE MAKING OF VARIOUS PUBLIC IMPROVEMENTS AND THE ACQUISITION OF NEW ADDITIONAL OR REPLACEMENT EQUIPMENT AND MACHINERY, NEW COMMUNICATION AND SIGNAL SYSTEMS EQUIPMENT, NEW INFORMATION TECHNOLOGY EQUIPMENT AND NEW AUTOMOTIVE VEHICLES, INCLUDING ORIGINAL APPARATUS AND EQUIPMENT, IN, BY AND FOR THE BOROUGH OF BOGOTA, IN THE COUNTY OF BERGEN, STATE OF NEW JERSEY, TO APPROPRIATE THE SUM OF $1,900,000 TO PAY THE COST THEREOF, TO MAKE A DOWN PAYMENT, TO AUTHORIZE THE ISSUANCE OF BONDS TO FINANCE SUCH APPROPRIATION AND TO PROVIDE FOR THE ISSUANCE OF BOND ANTICIPATION NOTES IN ANTICIPATION OF THE ISSUANCE OF SUCH BONDS"

 

adopted by the Borough Council of the Borough of Bogota, in the County of Bergen, New Jersey (the "Borough") on June 8, 2023 (the "Prior Ordinance") is hereby amended to (A) delete the acquisition of SUVs for the use of the Police Department from the purposes authorized, (B) add the undertaking of various improvements to the Hose 3 Fire House to the purposes authorized, and (C) increase the period of usefulness of the purposes authorized from 5 years to 7 years, and shall hereafter read as follows:

"[Section 4.]B.  (i) Acquisition of new information technology equipment for the use of the Police Department consisting of a policy and procedures computer system and (ii) undertaking of various improvements to the Hose 3 Fire House.

 

Appropriation and Estimated Cost                      $  235,000

Down Payment Appropriated                                  $   11,200

Bonds and Notes Authorized                                 $  223,800

     Period of Usefulness                        7 years."

 

 

Section 2.  Section 10 of the Prior Ordinance is hereby amended to increase the average period of usefulness of the purposes authorized from 10.71 years to 10.95 years (an increase of 0.24 years), and shall hereafter read as follows:

"Section 10.  It is hereby determined and declared that the average period of usefulness of said purposes, according to their reasonable lives, taking into consideration the respective amounts of bonds or notes authorized for said purposes, is a period of 10.95 years computed from the date of said bonds."

Section 3.  The capital budget is hereby amended to conform with the provisions of this amendatory bond ordinance to the extent of any inconsistency therewith and the resolutions promulgated by the Local Finance Board showing full detail of the amended capital budget and capital program as approved by the Director, Division of Local Government Services, is on file with the Borough Clerk and is available for public inspection.

Section 4.  This ordinance shall take effect twenty days after the first publication thereof after final passage.

INTRODUCTION: March 7, 2024

RESULT: INTRODUCED [UNANIMOUS] Next: 3/21/2024 7:30 PM

               

Councilperson

Motion

Second

Yes

Nonn   No

Absent

Abstain

Council President Carpenter

 

 

 

 

 

 

 

Councilwoman Kohles

 

 

 

 

 

 

 

Councilman McHale

 

 

 

 

 

 

 

Councilman Mitchell

 

 

 

 

 

 

 

Councilwoman Vergara

 

 

 

 

 

 

 

Councilman Robbins

 

 

 

 

 

 

 

 

ATTEST:                                                                                APPROVED:

 

 

________________________________                                __________________________

Borough Clerk                                                                         Mayor     
-------------------

BOROUGH OF BOGOTA 

ORDINANCE NO. 1613 

AN ORDINANCE AMENDING CHAPTER 9 OF THE BOGOTA CODE, ENTITLED “BUILDING AND HOUSING”

 

 WHEREAS, Chapter 9 of the Bogota Code sets forth the codes and regulations for buildings and properties located within the Borough of Bogota; and,

WHEREAS, Section 11 of Chapter 9 currently establishes a registry for all vacant and abandoned properties located within the Borough; and,

WHEREAS, after the aforementioned registry was established, the State of New Jersey adopted N.J.S.A. 40:48-2.12s3, which authorizes the Borough of Bogota to include foreclosed properties in the aforesaid registry, so as to identify and monitor residential and commercial property within the Brough for which a summons and complaint in an action to foreclose on a mortgage has been filed; and,

WHEREAS, Section 11 of Chapter 9 currently identifies “any foreclosing entity” as an “owner” under the vacant/abandoned property registry, but the current language limits registration to only foreclosed properties that are vacant and abandoned; and,

WHEREAS, the Mayor and Council wish to amend Section 11 to include all foreclosed properties in the aforementioned registry, as permitted by N.J.S.A. 40:48-2.12s3.

NOW, THEREFORE, BE IT ORDAINED by the Mayor and Council of the Borough of Bogota, that Section 11 of Chapter 9 of the Bogota Code, entitled “Registration and Maintenance of Vacant/Abandoned Properties” shall be renamed “Registration of

 

 

Vacant/Abandoned/Foreclosed Properties”, and that same shall be amended, revised and supplemented as follows:

 

Section 1:  Amendment to Section 9-11.1, Entitled “Definitions”.

 

            The definition of “Owner” is hereby amended, revised and supplemented as follows:

 

            OWNER

Any title holder, any agent of the title holder having authority to act with respect to a vacant property any foreclosing entity subject to the provisions of N.J.S.A. 46:10B-51 (P.L. 2008, c. 127, Sec. 17, as amended by P.L. 2009, c. 296), or any other entity determined by the Borough of Bogota to have authority to act with respect to the property.

 

            A new definition for “Creditor” shall be added, which shall read as follows:

 

            CREDITOR

A mortgagee or an agent or assignee of a mortgagee, such as the servicer, who has filed a complaint in the Superior Court seeking to foreclose upon a residential or commercial mortgage.  If the entity seeking to foreclose upon the residential or commercial mortgage changes as a result of an assignment, transfer, or otherwise after the filing of the foreclosure complaint in the Superior Court, the new entity shall be deemed the creditor for purposes of this section.  For purposes of this section, a creditor shall not include the State, a political subdivision of the State, a State, county or local government entity, or their agent or assigned, such as the servicer. 

 

The definition of “Vacant Property” is hereby renamed to “Vacant/Abandoned

Property”, and is hereby amended, revised and supplemented as follows:

 

Any vacant land, or any residential or commercial structure which is not legally occupied or at which substantially all lawful construction operations or residential occupancy has ceased, and which is in such condition that it cannot legally be reoccupied without repair or rehabilitation, including, but not limited to, any property meeting the definition of "abandoned property" in N.J.S.A. 55:19-80; provided, however, that any property where all building systems are in working order, where the building and grounds are maintained in good order,

 

 

 

or where the building is in habitable condition, and where the building is being actively marketed by its owner for sale or rental, shall not be deemed a vacant property for purposes of this section.

 

Section 2: Amendment to Section 9-11.6, entitled “(Reserved)”.

 

            Section 9-11.6 shall be renamed “Requirements of Foreclosed Properties” and shall read as follows:

 

(a)   A creditor who files a summons and complaint in an action to foreclose shall, in addition to the notice provided to the Borough of Bogota pursuant to Section 17 of P.L. 2008, c. 127 (c. 46:10B-51) or Section 2 of P.L. 2021, c. 444 (C. 40:48-2.12s2), register the residential or commercial property with the Borough as a property in foreclosure and, as part of that registration: (a) provide the Borough with the information regarding the creditor required by paragraph (1) of subsection a. of section 17 of P.L.2008, c.127 (C.46:10B-51) or paragraph (1) of subsection a. of section 2 of P.L.2021, c.444 (C.40:48-2.12s2); (b) identify the date the summons and complaint in an action to foreclose on a mortgage was filed against the subject property, the court in which it was filed, and the docket number of the filing; and (c) identify whether the property is vacant and abandoned in accordance with the definition in the ordinance required by sub-paragraph (f) of this subsection;

 

(b)   The creditor shall update the information provided to the Borough within ten (10) days of any change in in the name, address, or telephone number of the representative, agent, or individual authorized to accept service on behalf of a creditor required to register pursuant to the property registration program following the filing of the summons and complaint. 

 

(c)   If the creditor is located out-of-State, an in-State representative or agent shall be appointed to act for the foreclosing creditor.  An out-of-State creditor who fails to appoint an in-State representative or agent pursuant to this Chapter shall be subject to a fine of two thousand five hundred ($2,500) dollars for each day of the violation.  The aforesaid fine shall commence on the day after the 10-day period for providing notice to the municipal clerk that a summons and complaint in an action to foreclose on a mortgage has been served;

 

(d)   If the property shall become vacant and abandoned after being registered, as defined in sub-paragraph (f) of this sub-section, the creditor filing a summons and complaint in an action to foreclose shall update the property registration with the municipality to reflect the change in the property’s status;

 

(e)   The creditor filing a summons and complaint in an action to foreclose shall be responsible for the care, maintenance, security, and upkeep of the exterior of the property if the property is vacant and abandoned at any time while the property is registered with the property registration program;

 

(f)    A property shall be considered vacant and abandoned if it is not legally occupied by a mortgagor or tenant, which is in such condition that it cannot be legally reoccupied, because of the presence or finding of at least two of the following:

(i)                 overgrown or neglected vegetation;

(ii)              the accumulation of newspapers, circulars, flyers, or mail on the property;

(iii)            disconnected gas, electric, or water utility services to the property;

(iv)             the accumulation of hazardous, noxious, or unhealthy substances or materials on the property;

(v)               the accumulation of junk, litter, trash, or debris on the property;

(vi)              the absence of window treatments such as blinds, curtains, or shutters;

(vii)          the absence of furnishings and personal items;

(viii)        statements of neighbors, delivery persons, or government employees indicating that the property is vacant and abandoned;

(ix)             windows or entrances to the property that are boarded up or closed off, or multiple window panes that are damaged, broken, and unrepaired;

(x)               doors to the property that are smashed through, broken off, unhinged, or continuously unlocked;

(xi)             a risk to the health, safety, or welfare of the public or any adjoining or adjacent property owners due to acts of vandalism, loitering, criminal conduct, or the physical destruction or deterioration of the property;

(xii)          an uncorrected violation of a municipal building, housing, or similar code during the preceding year, or an order by municipal authorities declaring the property to be unfit for occupancy and to remain vacant and unoccupied;

(xiii)        the mortgagee or other authorized party has secured or winterized the property due to the property being deemed vacant and unprotected or in danger of freezing;

(xiv)         a written statement issued by a mortgagor expressing the clear intent of all mortgagors to abandon the property; or

(xv)           any other reasonable indicia of abandonment.

 

(g)   The Code Enforcement Officer for the Borough of Bogota shall be designated to enforce the provisions of this Chapter.  In the case of a violation for failure to provide care, maintenance, security and upkeep to the exterior of a vacant and abandoned property, such notice shall require the person or entity to correct the violation within 30 days of receipt of the notice, or within 10 days of receipt of the notice if the violation presents an imminent threat to public health and safety.

 

Section 2:  Amendment to Section 9:11-5, entitled “Fee Schedule”

 

            Section 9:11-5 shall be amended, revised and supplemented as follows:

 

A.   For all properties not subject to the provisions of Section 9:11-6, the initial registration of the property shall be two hundred fifty ($250.00) dollars. Upon renewal of the registration for the second year, the registration fee shall be five hundred ($500.00) dollars, renewal for the third year shall be one thousand ($1000.00) dollars, renewal for the fourth year shall be two thousand five hundred ($2,500.00) dollars, and for every year thereafter said registration fee shall be five thousand ($5,000.00) dollars.

 

B.   For all properties subject to the provisions of Section 9:11-6, the registration of the property shall be two hundred fifty ($250.00) dollars for the first year.  Upon renewal of the registration for the second year and subsequent years, the registration fee shall be five hundred ($500.00) dollars annually.  If the property is vacant or abandoned, as defined in Section 9:11-6(f) of this Chapter, then an additional two thousand ($2,000) dollar registration fee shall be paid annually.

 

Sectio n 3: Amendment to Section 9:11-9, entitled “Violations”

 

            Section 9:11-9 is hereby amended, revised and supplemented as follows:

 

a.   For all properties not subject to the provisions of Section 9:11-6, any person who violates any provision of this section or of the rules and regulations issued hereunder shall be fined not less than $100.00 and not more than $2,000.00 for each offense. Every day that a violation continues shall constitute a separate and distinct offense. Fines assessed under this subsection shall be recoverable from the owner and shall be a lien on the property; and

 

b.   For all properties subject to the provisions of Section 9:11-6, any creditor found to be in violation of the ordinance, with the exclusion of Section 9:11-6(c), shall be subject to a fine of one thousand five hundred ($1,500) dollars for each day of the violation. Any fines imposed pursuant to this Section shall commence 31 days following receipt of the notice of violation, except if the violation presents an imminent risk to public health and safety, in which case any fines shall commence 11 days following receipt of the notice.  No less than twenty (20%) percent of any money collected pursuant to this subsection shall be utilized by the Borough for municipal code enforcement purposes.

 

c.    For purposes of this section, failure to file a registration statement within thirty (30) calendar days after a building becomes vacant property or within thirty (30) calendar days after assuming ownership of a vacant property, whichever is later, or within ten (10) calendar days of receipt of notice by the municipality, and failure to provide correct information on the registration statement, or failure to comply with the provisions of such provisions contained herein shall be deemed to be violations of this section.

 

Section 4: Severability.

 

If any section, subsection, paragraph, sentence, clause or phrase of this Ordinance shall

be declared invalid for any reason whatsoever, such a decision shall not affect the remaining portions of the Ordinance, which shall remain in full force and effect, and for this purpose the provisions of this Ordinance are hereby declared to be severable.

 

 

 

 

Section 4:  Inconsistency.

 

Any and all ordinances, or parts thereof, in conflict or inconsistent with any of the

terms and provisions of this Ordinance are hereby repealed to such extent as they are so in conflict or inconsistent.

Section 5:  Effective Date 

 

This ordinance shall take effect twenty (20) days after the first publication thereof

after final passage.

 

INTRODUCTION: February 15, 2024

               

Councilperson

Motion

Second

Yes

Nonn   No

Absent

Abstain

Council President Carpenter

 

 

 

 

 

 

 

Councilwoman Kohles

 

 

 

 

 

 

 

Councilman McHale

 

 

 

 

 

 

 

Councilman Mitchell

 

 

 

 

 

 

 

Councilwoman Vergara

 

 

 

 

 

 

 

Councilman Robbins

 

 

 

 

 

 

 

 

ATTEST:                                                                                APPROVED:

 

 

________________________________                                __________________________

Borough Clerk                                                                         Mayor

 

I, Yenlys Flores-Bolivard, Municipal Clerk of the Borough of Bogota, Bergen County, New Jersey, do hereby certify that the foregoing is a correct and true copy of an Ordinance adopted by the Borough of Bogota at a meeting held on February 15, 2024

 



                                                                     -------------------

BOROUGH OF BOGOTA 

       INTRODUCTION ORDINANCE NO. 1612 

AN ORDINANCE AMENDING CHAPTER 23 OF THE BOGOTA MUNICIPAL CODE, ENTITLED “POLICE DEPARTMENT”

 

WHEREAS, Chapter 23 of the Bogota Municipal Code sets forth the administrative rules and regulations for the Bogota Police Department; and,

WHEREAS, this Chapter currently sets the reimbursement for rate for police services performed on behalf of private contractors; and,

WHEREAS, the Mayor and Council wish to revise this section to reflect the rate agreed to in the Department’s current Collective Negotiation Agreement.

NOW, THEREFORE, BE IT ORDAINED by the Mayor and Council of the Borough of Bogota, that Chapter 23 of the Bogota Municipal Code is hereby amended, revised, and supplemented as follows:

Section 1:  Amendment to Section 23-11.2(a), entitled “Payment and Escrow Accounts”.

 

Section 23-11.2, entitled “Payment and Escrow Accounts” is hereby amended, revised, and supplemented as follows:

 

23-11.2    Payment and Escrow Accounts.

 

a.       Private contractors shall pay the treasurer of the Borough, by cash, check, or money order, for all services performed by members of the Borough's Police Department at the rate of one hundred forty ($140.00) dollars per hour as compensation for the Borough's costs associated with the police services.

 

Section 2:  Severability.

If any section, subsection, sentence, clause, phrase or portion of this ordinance is for any reason held invalid or unconstitutional by any court or federal or state agency of competent jurisdiction, such portion shall be deemed a separate, distinct and independent, and such holding shall not effect the validity of the remaining portions hereof. 

Section 3:  Inconsistency.

 

Any and all ordinances, or parts thereof, in conflict or inconsistent with any of the

terms and provisions of this Ordinance are hereby repealed to such extent as they are so in conflict or inconsistent.

Section 4:  Effective Date. 

 

This ordinance shall take effect twenty (20) days after the first publication thereof

after final passage.

INTRODUCTION: February 15, 2024

               

Councilperson

Motion

Second

Yes

Nonn   No

Absent

Abstain

Council President Carpenter

 

 

 

 

 

 

 

Councilwoman Kohles

 

 

 

 

 

 

 

Councilman McHale

 

 

 

 

 

 

 

Councilman Mitchell

 

 

 

 

 

 

 

Councilwoman Vergara

 

 

 

 

 

 

 

Councilman Robbins

 

 

 

 

 

 

 

 

ATTEST:                                                                                APPROVED:

 

 

________________________________                                __________________________

Borough Clerk                                                                         Mayor

I, Yenlys Flores-Bolivard, Municipal Clerk of the Borough of Bogota, Bergen County, New Jersey, do hereby certify that the foregoing is a correct and true copy of an Ordinance adopted by the Borough of Bogota at a meeting held on February 15, 2024




                                                                    -----------------------

BOROUGH OF BOGOTA

INTRODUCTION 

REVISED ORDINANCE NO. 1610 

AN ORDINANCE AMENDING CHAPTER 21B OF THE MUNICIPAL CODE OF THE BOROUGH OF BOGOTA, ENTITLED “STORMWATER CONTROL”

 

WHEREAS, Article I of Chapter 21B of Bogota’s Municipal Code defines and regulates the Borough’s stormwater management measures, which are aimed to promote flood control, groundwater recharge, and pollution reduction through Green Infrastructure Best Management Practices (GI BMPs) and nonstructural stormwater management strategies, and;

WHEREAS, Section 7:8 of the New Jersey Administrative Code contains the State of New Jersey’s Municipal Stormwater Management Program, which sets forth the stormwater control guidelines that must be administered and followed by each municipality in the State, and;

WHEREAS, the New Jersey Department of Environmental Protection, Division of Water Quality, (hereinafter “NJDEP”) had made several amendments to Section 7:8, effective July 17, 2023, and;

WHEREAS, the Borough is required to amend its stormwater management rules to reflect the newly-revised language in the State’s Municipal Stormwater Management Program.

NOW, THEREFORE, BE IT ORDAINED by the Mayor and Council of the Borough of Bogota, that Article I of Chapter 21B of the Bogota Municipal Code is hereby deleted in its entirety and replaced with the following:

Section I:  Scope and Purpose.

A.    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.

B.     Purpose

The purpose of this ordinance is to establish minimum stormwater management requirements and controls for “major development,” as defined below in Section II. 

 

C.     Applicability

1.      This ordinance shall be applicable to the following major developments:

a.       Non-residential major developments; and

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

2.      This ordinance shall also be applicable to all major developments undertaken by the Borough of Bogota.

3.      An application required by ordinance pursuant to (b)1 above that has been submitted prior to December 21, 2023, shall be subject to the stormwater management requirements in effect on December 20, 2023.

4.      An application required by ordinance for approval pursuant to (b)1 above that has been submitted on or after March 2, 2021, but prior to December 21, 2023, shall be subject to the stormwater management requirements in effect on December 20, 2023.

5.      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.

D.    Compatibility with Other Permit and Ordinance Requirements

Development approvals issued pursuant to this ordinance 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 ordinance shall be held to be the minimum requirements for the promotion of the public health, safety, and general welfare. 

This ordinance 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 ordinance 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.

Section II:  Definitions.

For the purpose of this ordinance, the following terms, phrases, words and their derivations shall have the meanings stated herein unless their use in the text of this Chapter clearly demonstrates a different meaning.  When not inconsistent with the context, words used in the present tense include the future, words used in the plural number include the singular number, and words used in the singular number include the plural number.  The word "shall" is always mandatory and not merely directory.  The definitions below are the same as or based on the corresponding definitions in the Stormwater Management Rules at N.J.A.C. 7:8-1.2.

“CAFRA Centers, Cores or Nodes” means 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” means 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” means 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” means the increase in soil bulk density.

“Contributory drainage area” means the area from which stormwater runoff drains to a stormwater management measure, not including the area of the stormwater management measure itself.

“Core” means a pedestrian-oriented area of commercial and civic uses serving the surrounding municipality, generally including housing and access to public transportation.

“County review agency” means an agency designated by the Board of 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” means the Department of Environmental Protection.

“Designated Center” means a State Development and Redevelopment Plan Center as designated by the State Planning Commission such as urban, regional, town, village, or hamlet.

“Design engineer” means 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.

“Development” means the division of a parcel of land into two or more parcels, the construction, reconstruction, conversion, structural alteration, relocation or enlarge-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” means 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” means a geographic area within which stormwater, sediments, or dissolved materials drain to a particular receiving waterbody or to a particular point along a receiving waterbody.

“Environmentally constrained area” means 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” means 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 well head 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.

“Empowerment Neighborhoods” means 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.

“Erosion” means the detachment and movement of soil or rock fragments by water, wind, ice, or gravity.

“Green infrastructure” means 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" means an area within which water drains to a particular receiving surface water body, also known as a subwatershed, which is identified by a 14-digit hydrologic unit boundary designation, delineated within New Jersey by the United States Geological Survey.

“Impervious surface” means a surface that has been covered with a layer of material so that it is highly resistant to infiltration by water.

“Infiltration” is the process by which water seeps into the soil from precipitation.

“Lead planning agency” means 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” means an individual “development,” as well as multiple developments that individually or collectively result in:

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

2.      The creation of one-quarter acre or more of “regulated impervious surface” since February 2, 2004;

3.      The creation of one-quarter acre or more of “regulated motor vehicle surface” since March 2, 2021; or

4.      A combination of 2 and 3 above that totals an area of one-quarter acre or more.  The same surface shall not be counted twice when determining if the combination area equals one-quarter acre or more.

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 paragraphs 1, 2, 3, or 4 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” means 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” means 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” means any city, borough, town, township, or village.

“New Jersey Stormwater Best Management Practices (BMP) Manual” or “BMP Manual” means the manual maintained by the Department providing, in part, design specifications, removal rates, calculation methods, and soil testing procedures approved by the Department as being capable of contributing to the achievement of the stormwater management standards specified in this chapter.  The BMP Manual is periodically amended by the Department as necessary to provide design specifications on additional best management practices and new information on already included practices reflecting the best available current information regarding the particular practice and the Department’s determination as to the ability of that best management practice to contribute to compliance with the standards contained in this chapter.  Alternative stormwater management measures, removal rates, or calculation methods may be utilized, subject to any limitations specified in this chapter, provided the design engineer demonstrates to the municipality, in accordance with Section IV.F. of this ordinance and N.J.A.C. 7:8-5.2(g), that the proposed measure and its design will contribute to achievement of the design and performance standards established by this Chapter.

“Node” means an area designated by the State Planning Commission concentrating facilities and activities which are not organized in a compact form.

“Nutrient” means a chemical element or compound, such as nitrogen or phosphorus, which is essential to and promotes the development of organisms.

“Person” means any individual, corporation, company, partnership, firm, association, political subdivision of this State and any state, interstate or Federal agency.

“Pollutant” means 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, ground waters or surface waters of the State, or to a domestic treatment works.  “Pollutant” includes both hazardous and nonhazardous pollutants.

"Public roadway or railroad" means 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” means 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” means the amount of water from precipitation that infiltrates into the ground and is not evapotranspired.

“Regulated impervious surface” means 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” means any of the following, alone or in combination:

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

2.      A net increase in motor vehicle surface; and/or quality treatment either by vegetation or soil, by an existing stormwater management measure, or by treatment at a wastewater treatment plant, where the water quality treatment will be modified or removed.

“Sediment” means 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” means the lot or lots upon which a major development is to occur or has occurred.

“Soil” means all unconsolidated mineral and organic material of any origin.

“State Development and Redevelopment Plan Metropolitan Planning Area (PA1)” means 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” is defined as 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” means water resulting from precipitation (including rain and snow) that runs off the land’s surface, is transmitted to the subsurface, or is captured by separate storm sewers or other sewage or drainage facilities, or conveyed by snow removal equipment.

“Stormwater management BMP” means 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” means 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 non-stormwater discharges into stormwater conveyances.

“Stormwater runoff” means water flow on the surface of the ground or in storm sewers, resulting from precipitation.

“Stormwater management planning agency” means a public body authorized by legislation to prepare stormwater management plans.

“Stormwater management planning area" means 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.

“Tidal Flood Hazard Area” means a flood hazard area in which the flood elevation resulting from the two-, 10-, or 100-year storm, as applicable, is governed by tidal flooding from the Atlantic Ocean.  Flooding in a tidal flood hazard area may be contributed to, or influenced by, stormwater runoff from inland areas, but the depth of flooding generated by the tidal rise and fall of the Atlantic Ocean is greater than flooding from any fluvial sources.  In some situations, depending upon the extent of the storm surge from a particular storm event, a flood hazard area may be tidal in the 100-year storm, but fluvial in more frequent storm events.

“Urban Coordinating Council Empowerment Neighborhood” means a neighborhood given priority access to State resources through the New Jersey Redevelopment Authority.

“Urban Enterprise Zones” means 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” is defined as 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” means a structure within, or adjacent to, a water, which intentionally or coincidentally alters the hydraulic capacity, the flood elevation resulting from the two-, 10-, 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” means the ocean and its estuaries, all springs, streams, wetlands, and bodies of surface or groundwater, whether natural or artificial, within the boundaries of the State of New Jersey or subject to its jurisdiction.

“Wetlands” or “wetland” means an area that is inundated or saturated by surface water or ground water 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.

Section III:  Design and Performance Standards for Stormwater Management Measures.

A.    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:    

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

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

B.     The standards in this ordinance 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.

Section IV:  Stormwater Management Requirements for Major Development.

A.    The development shall incorporate a maintenance plan for the stormwater management measures incorporated into the design of a major development in accordance with Section X.

B.     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 Clemmys muhlnebergi (bog turtle).

C.     The following linear development projects are exempt from the groundwater recharge, stormwater runoff quality, and stormwater runoff quantity requirements of Section IV.P, Q and R:

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

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

3.      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.

D.    A waiver from strict compliance from the green infrastructure, groundwater recharge, stormwater runoff quality, and stormwater runoff quantity requirements of Section IV.O, P, Q and R 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:

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

2.      The applicant demonstrates through an alternatives analysis, that through the use of stormwater management measures, the option selected complies with the requirements of Section IV.O, P, Q and R to the maximum extent practicable;

3.      The applicant demonstrates that, in order to meet the requirements of Section IV.O, P, Q and R, existing structures currently in use, such as homes and buildings, would need to be condemned; and

4.      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 IV.D.3 above within the upstream drainage area of the receiving stream, that would provide additional opportunities to mitigate the requirements of Section IV.O, P, Q and R that were not achievable onsite.

E.     Tables 1 through 3 below summarize the ability of stormwater best management practices identified and described in the New Jersey Stormwater Best ManagementPractices Manual to satisfy the green infrastructure, groundwater recharge, stormwater runoff quality and stormwater runoff quantity standards specified in Section IV.O, P, Q and R.  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 Registers 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/

F.      Where the BMP tables in the NJ Stormwater Management Rule are different due to updates or amendments with the tables in this ordinance 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

(percent)

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

 

60-80

 

No

 

No

 

--

(Notes corresponding to annotations (a) through (g) are found on Page 14)

 


 

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

(percent)

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 (b) through (d) are found on Page 14)

 

 

 

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

 

40-60

 

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 corresponding to annotations (b) through (d) are found on Page 14)

 

Notes to Tables 1, 2, and 3: 

(a)  subject to the applicable contributory drainage area limitation specified at Section IV.O.2;

(b)  designed to infiltrate into the subsoil;

(c)  designed with underdrains;

(d)  designed to maintain at least a 10-foot wide area of native vegetation  

       along at least fifty percent (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 two percent (2%);

(f)   designed with a slope of equal to or greater than two percent (2%);

(g)   manufactured treatment devices that meet the definition of green   

        infrastructure at Section II;

(h)      manufactured treatment devices that do not meet the definition of green  

        infrastructure at Section II.

G.    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 municipality.  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 Section VI.B.  Alternative stormwater management measures may be used to satisfy the requirements at Section IV.O only if the measures meet the definition of “green infrastructure” in Section II.  Alternative stormwater management measures that function in a similar manner to a BMP listed at Section O.2 are subject to the contributory drainage area limitation specified at Section O.2 for that similarly functioning BMP.  Alternative stormwater management measures approved in accordance with this subsection that do not function in a similar manner to any BMP listed at Section O.2 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 Section IV.D is granted from Section IV.O. 

H.    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.

I.        Design standards for stormwater management measures are as follows:

1.      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);

2.      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 one-third the width of the diameter of the orifice or one-third 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 Section VIII.C;

3.      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, 7.4, and 7.5 shall be deemed to meet this requirement;

4.      Stormwater management BMPs shall be designed to meet the minimum safety standards for stormwater management BMPs at Section VIII; and

5.      The size of the orifice at the intake to the outlet from the stormwater management BMP shall be a minimum of two and one-half inches in diameter.

J.       Manufactured treatment devices may be used to meet the requirements of this subchapter, provided the pollutant removal rates are verified by the New Jersey Corporation for Advanced Technology and certified by the Department. Manufactured treatment devices that do not meet the definition of green infrastructure at Section II may be used only under the circumstances described at Section IV.O.4.

K.    Any application for a new agricultural development that meets the definition of major development at Section II shall be submitted to the Soil Conservation District for review and approval in accordance with the requirements at Sections IV.O, P, Q and R 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.

L.     If there is more than one drainage area, the groundwater recharge, stormwater runoff quality, and stormwater runoff quantity standards at Section IV.P, Q and R shall be met in each drainage area, unless the runoff from the drainage areas converge onsite 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.

M.   Any stormwater management measure authorized under the municipal stormwater management plan or ordinance shall be reflected in a deed notice recorded in the Office of the County Clerk. A form of deed notice shall be submitted to the municipality for approval prior to filing.  The deed notice shall contain a description of the stormwater management measure(s) used to meet the green infrastructure, groundwater recharge, stormwater runoff quality, and stormwater runoff quantity standards at Section IV.O, P, Q and R 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 Section X.B.5.  Prior to the commencement of construction, proof that the above required deed notice has been filed shall be submitted to the municipality.  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 municipality is not a copy of the complete recorded document, a copy of the complete recorded document shall be provided to the municipality within 180 calendar days of the authorization granted by the municipality.

N.    A stormwater management measure approved under the municipal stormwater management plan or ordinance may be altered or replaced with the approval of the municipality, if the municipality determines that the proposed alteration or replacement meets the design and performance standards pursuant to Section IV of this ordinance 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 municipality for approval and subsequently recorded with the Office of the 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 M above.  Prior to the commencement of construction, proof that the above required deed notice has been filed shall be submitted to the municipality in accordance with M above.

O.    Green Infrastructure Standards

1.      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.

2.      To satisfy the groundwater recharge and stormwater runoff quality standards at Section IV.P and Q, the design engineer shall utilize green infrastructure BMPs identified in Table 1 at Section IV.F. and/or an alternative stormwater management measure approved in accordance with Section IV.G.  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

3.      To satisfy the stormwater runoff quantity standards at Section IV.R, the design engineer shall utilize BMPs from Table 1 or from Table 2 and/or an alternative stormwater management measure approved in accordance with Section IV.G.

4.      If a variance in accordance with N.J.A.C. 7:8-4.6 or a waiver from strict compliance in accordance with Section IV.D 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 Section IV.G may be used to meet the groundwater recharge, stormwater runoff quality, and stormwater runoff quantity standards at Section IV.P, Q and R.

5.      For separate or combined storm sewer improvement projects, such as sewer separation, undertaken by a government agency or public utility (for example, a sewerage company), the requirements of this subsection shall only apply to areas owned in fee simple by the government agency or utility, and areas within a right-of-way or easement held or controlled by the government agency or utility; the entity shall not be required to obtain additional property or property rights to fully satisfy the requirements of this subsection.  Regardless of the amount of area of a separate or combined storm sewer improvement project subject to the green infrastructure requirements of this subsection, each project shall fully comply with the applicable groundwater recharge, stormwater runoff quality control, and stormwater runoff quantity standards at Section IV.P, Q and R, unless the project is granted a waiver from strict compliance in accordance with Section IV.D.

P.      Groundwater Recharge Standards

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

2.      The design engineer shall, using the assumptions and factors for stormwater runoff and groundwater recharge calculations at Section V, either:

                                                  i.       Demonstrate through hydrologic and hydraulic analysis that the site and its stormwater management measures maintain one-hundred percent (100%) of the average annual pre-construction groundwater recharge volume for the site; or

                                                ii.      Demonstrate through hydrologic and hydraulic analysis that the increase of stormwater runoff volume from pre-construction to post-construction for the projected 2-year storm, as defined and determined pursuant to Section V.D of this ordinance is infiltrated.

3.      This groundwater recharge requirement does not apply to projects within the “urban redevelopment area,” or to projects subject to 4 below.

4.      The following types of stormwater shall not be recharged:

                                                  i.       Stormwater from areas of high pollutant loading.  High pollutant loading areas are areas in industrial and commercial developments where solvents and/or petroleum products are loaded/unloaded, stored, or applied, areas where pesticides are loaded/unloaded or stored; areas where hazardous materials are expected to be present in greater than “reportable quantities” as defined by the United States Environmental Protection Agency (EPA) at 40 CFR 302.4; areas where recharge would be inconsistent with Department approved remedial action work plan approved 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

                                                ii.      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.

Q.    Stormwater Runoff Quality Standards

1.      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 one-quarter acre or more of regulated motor vehicle surface.

2.      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:

                                                  i.      Eighty percent (80%) 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.

                                                ii.      If the surface is considered a 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.

3.      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 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.

4.      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

5.      If more than one BMP in series is necessary to achieve the required eighty percent (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, and

A = the TSS Percent Removal Rate applicable to the first BMP

B = the TSS Percent Removal Rate applicable to the second BMP.

6.      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 Section IV.P, Q and R.

7.      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.

8.      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.

9.      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 ninety-five percent (95%) of the anticipated load from the developed site, expressed as an annual average.

10.  The stormwater runoff quality standards do not apply to the construction of one individual single-family dwelling, provided that it is not part of a larger development or subdivision that has received preliminary or final site plan approval prior to December 3, 2018, and that the motor vehicle surfaces are made of permeable material(s) such as gravel, dirt, and/or shells.

R.     Stormwater Runoff Quantity Standards

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

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

                                                  i.      Demonstrate through hydrologic and hydraulic analysis that for stormwater leaving the site, post-construction runoff hydrographs for the current and projected 2-, 10-, and 100-year storm events, as defined and determined in Section V.C and D, respectively, of this ordinance, do not exceed, at any point in time, the pre-construction runoff hydrographs for the same storm events;

                                                ii.      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 2-, 10-, and 100-year storm events, as defined and determined pursuant to Section V.C and D, respectively, of this ordinance, 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;

                                              iii.       Design stormwater management measures so that the post-construction peak runoff rates for the current and projected 2-, 10-, and 100-year storm events, as defined and determined in Section V.C and D, respectively, of this ordinance, are 50, 75 and 80 percent, 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

                                              iv.       In tidal flood hazard areas, stormwater runoff quantity analysis in accordance with 2.i, ii and iii above is required unless the design engineer demonstrates through hydrologic and hydraulic analysis that the increased volume, change in timing, or increased rate of the stormwater runoff, or any combination of the three will not result in additional flood damage below the point of discharge of the major development.  No analysis is required if the stormwater is discharged directly into any ocean, bay, inlet, or the reach of any watercourse between its confluence with an ocean, bay, or inlet and downstream of the first water control structure.

3.      The stormwater runoff quantity standards shall be applied at the site’s boundary to each abutting lot, roadway, watercourse, or receiving storm sewer system.

Section V:  Calculation of Stormwater Runoff and Groundwater Recharge.

A.    Stormwater runoff shall be calculated in accordance with the following:

1.      The design engineer shall calculate runoff using the following method:

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.

2.      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 at Section V.A.1.  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).

3.      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.

4.      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.

5.      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.

B.     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.

C.     The precipitation depths of the current two-, 10-, and 100-year storm events shall be determined by multiplying the values determined in accordance with items 1 and 2 below:

1.      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

2.      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, in accordance with the county or counties where the drainage area(s) of the site is located.  Where the major development lies in more than one county, the precipitation values shall be adjusted according to the percentage of the drainage area in each county.  Alternately, separate rainfall totals can be developed for each county using the values in the table below.

Table 5:  Current Precipitation Adjustment Factors

 

 

 

County

Current Precipitation Adjustment Factors

2-year

Design Storm

10-year

Design Storm

100-year

Design Storm

Atlantic 

1.01

1.02

1.03

Bergen

1.01

1.03

1.06

Burlington

0.99

1.01

1.04

Camden

1.03

1.04

1.05

Cape May

1.03 

1.03

1.04

Cumberland

1.03

1.03

1.01

Essex

1.01

1.03

1.06

Gloucester

1.05

1.06

1.06

Hudson

1.03

1.05

1.09

Hunterdon

1.02

1.05

1.13

Mercer

1.01

1.02

1.04

Middlesex

1.00

1.01

1.03

Monmouth

1.00

1.01

1.02

Morris

1.01

1.03

1.06

Ocean

1.00

1.01

1.03

Passaic

1.00

1.02

1.05

Salem

1.02

1.03

1.03

Somerset

1.00

1.03

1.09

Sussex

1.03

1.04

1.07

Union

1.01

1.03

1.06

Warren

1.02

1.07

1.15

 

D.    Table 6:  Future Precipitation Change Factors provided below sets forth the change factors to be used in determining the projected two-, 10-, and 100-year storm events for use in this chapter, which are organized alphabetically by county.  The precipitation depth of the projected two-, 10-, and 100-year storm events of a site shall be determined by multiplying the precipitation depth of the two-, 10-, and 100-year storm events determined from the National Weather Service’s Atlas 14 Point Precipitation Frequency Estimates pursuant to (c)1 above, by the change factor in the table below, in accordance with the county or counties where the drainage area(s) of the site is located.  Where the major development and/or its drainage area lies in more than one county, the precipitation values shall be adjusted according to the percentage of the drainage area in each county.  Alternately, separate rainfall totals can be developed for each county using the values in the table below.

Table 6:  Future Precipitation Change Factors

 

 

 

County

Future Precipitation Change Factors

2-year

Design Storm

10-year

Design Storm

10-year

Design Storm

Atlantic 

1.22

1.24

1.39

Bergen

1.20

1.23

1.37

Burlington

1.17

1.18

1.32

Camden

1.18

1.22

1.39

Cape May

1.21

1.24

1.32

Cumberland

1.20

1.21

1.39

Essex

1.19

1.22

1.33

Gloucester

1.19

1.23

1.41

Hudson

1.19

1.19

1.23

Hunterdon

1.19

1.23

1.42

Mercer

1.16

1.17

1.36

Middlesex

1.19

1.21

1.33

Monmouth

1.19

1.19

1.26

Morris

1.23

1.28

1.46

Ocean

1.18

1.19

1.24

Passaic

1.21

1.27

1.50

Salem

1.20

1.23

1.32

Somerset

1.19

1.24

1.48

Sussex

1.24

1.29

1.50

Union

1.20

1.23

1.35

Warren

1.20

1.25

1.37

Section VI:  Sources for Technical Guidance.

A.    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/.

1.      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.

2.      Additional maintenance guidance is available on the Department’s website at: 

https://dep.nj.gov/stormwater/maintenance-guidance/.

B.     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 Box 420, Trenton, New Jersey 08625-0420.

Section VII:  Solids and Floatable Materials Control Standards.

A.    Site design features identified under Section IV.F above, or alternative designs in accordance with Section IV.G 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 paragraph, “solid and floatable materials” means sediment, debris, trash, and other floating, suspended, or settleable solids.  For exemptions to this standard see Section VII.A.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: 

                                                  i.       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

                                                ii.      A different grate, if each individual clear space in that grate has an area of no more than seven (7.0) square inches, or is no greater than 0.5 inches across the smallest dimension.

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.

                                             iii.       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 (7.0) square inches, or be no greater than two (2.0) inches across the smallest dimension.

2.      The standard in A.1. above does not apply:

                                                  i.       Where each individual clear space in the curb opening in existing curb-opening inlet does not have an area of more than nine (9.0) square inches;

                                                ii.      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;

                                             iii.       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 four and five-eighths (4.625) inches long and one and one-half (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 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).

                                              iv.       Where flows are conveyed through a trash rack that has parallel bars with one-inch (1 inch) spacing between the bars, to the elevation of the Water Quality Design Storm as specified in N.J.A.C. 7:8; or

                                                v.      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.

Section VIII:  Safety Standards for Stormwater Management Basins.

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

B.     The provisions of this section 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 Section VIII.C.1, VIII.C.2, and VIII.C.3 for trash racks, overflow grates, and escape provisions at outlet structures.

C.     Requirements for Trash Racks, Overflow Grates and Escape Provisions

1.      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:

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

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

                                              iii.       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

                                              iv.       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.

2.      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:

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

                                                ii.      The overflow grate spacing shall be no greater than two inches across the smallest dimension

                                              iii.      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.

3.      Stormwater management BMPs shall include escape provisions as follows:

                                                  i.      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 municipality pursuant to VIII.C, a free-standing outlet structure may be exempted from this requirement;

                                                ii.      Safety ledges shall be constructed on the slopes of all new stormwater management BMPs having a permanent pool of water deeper than two and one-half feet.  Safety ledges shall be comprised of two steps.  Each step shall be four to six feet in width.  One step shall be located approximately two and one-half feet below the permanent water surface, and the second step shall be located one to one and one-half feet above the permanent water surface.  See VIII.E for an illustration of safety ledges in a stormwater management BMP; and

                                              iii.      In new stormwater management BMPs, the maximum interior slope for an earthen dam, embankment, or berm shall not be steeper than three horizontal to one vertical.

D.    Variance or Exemption from Safety Standard

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

E.     Safety Ledge Illustration

Elevation View –Basin Safety Ledge Configuration

 

Section IX:  Requirements for a Site Development Stormwater Plan.

 

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 Section IX.C 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 ordinance.

3.      The applicant shall submit two (2) copies of the materials listed in the checklist for site development stormwater plans in accordance with Section IX.C of this ordinance.

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 ordinance.

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 1"=200' or greater, showing 2-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 flood plains 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 manmade 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 Sections III through V 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:

                                                  i.       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.

                                                ii.      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

                                                  i.      Comprehensive hydrologic and hydraulic design calculations for the pre-development and post-development conditions for the design storms specified in Section IV of this ordinance.

                                                ii.      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 Section X.

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 Section IX.C.1 through IX.C.6 of this ordinance 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.

Section X:  Maintenance and Repair.

A.    Applicability

Projects subject to review as in Section I.C of this ordinance shall comply with the requirements of Section X.B and X.C.

B.     General Maintenance

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

2.      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. 

3.      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.

4.      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.

5.      If the party responsible for maintenance identified under Section X.B.3 above is not a public agency, the maintenance plan and any future revisions based on Section X.B.7 below shall be recorded upon the deed of record for each property on which the maintenance described in the maintenance plan must be undertaken.

6.      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 non-vegetated linings.

7.      The party responsible for maintenance identified under Section X.B.3 above shall perform all of the following requirements:

                                                  i.       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;

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

                                              iii.       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 Section X.B.6 and B.7 above.

8.      The requirements of Section X.B.3 and B.4 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.

9.      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 fourteen (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. 

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

Section XI:  Penalties.

A. Any person(s) who erects, constructs, alters, repairs, converts, maintains, or uses any building, structure or land in violation of this ordinance shall be subject to the following penalties:

1. Any person who is convicted for violating the provisions of this Chapter shall be subject to one (1) or more of the following:  a fine of not more than two thousand ($2,000) dollars, imprisonment for any term not exceeding ninety (90) days, and/or a period of community service not exceeding ninety (90) days. 

2.  A separate offence or violation shall be deemed to be committed on each day that a violation occurs or continues.

B.     Responsibility for Administration.  The superintendent of the department of public works, borough engineer and building department official shall administer, implement and enforce the provisions of this Chapter.  Any powers granted or duties imposed upon the superintendent of the department of public works, borough engineer or building department official may be delegated in writing to the person(s) or entities acting in the best interest of or in the employment of the Borough of Bogota

C.     Enforcement of Penalties and Liens.  Should the applicant/owner fail to take the corrective actions, the Borough of Bogota shall then have the right to take the available appropriate remedies it deems necessary to correct the violations, and to assert a lien on the subject property in an amount equal to the costs of the remedial actions.  The lien shall be enforced in the manner provided or authorized by law for the enforcement of common law liens on personal property.  The lien shall be recorded with the Borough of Bogota and shall incur legal interest from the date of recording.  The imposition of any penalty shall not exempt the offender from compliance with the provisions of this Chapter.

Section XII:  Severability.

Each section, subsection, sentence, clause and phrase of this Ordinance is declared to be an independent section, subsection, sentence, clause and phrase, and the finding or holding of any such portion of this Ordinance to be unconstitutional, void, or ineffective for any cause, or reason, shall not affect any other portion of this Ordinance.

Section XIII:  Effective Date.

This Ordinance shall be in full force and effect from and after its adoption and any publication as required by law.

 

INTRODUCTION: 03-07-2024

 

Councilperson

Motion

Second

Yes

Nonn   No

Absent

Abstain

Council President Carpenter

 

 

 

 

 

 

Councilwoman Kohles

 

 

 

 

 

 

Councilman McHale

 

 

 

 

 

 

Councilman Mitchell

 

 

 

 

 

 

Councilwoman Vergara

 

 

 

 

 

 

Councilman Robbins

 

 

 

 

 

 

 

ATTEST:                                                                                 APPROVED:

 

 

________________________________                                      __________________________

Borough Clerk                                                                          Mayor

 

 

I, Yenlys Flores-Bolivard, Municipal Clerk of the Borough of Bogota, Bergen County, New Jersey, do hereby certify that the foregoing is a correct and true copy of an Ordinance adopted by the Borough of Bogota at a meeting held on March 7, 2024.



                                                                -------------------------,

                             
                                     Change of start time for Bogota Borough Council 


Ordinance #1611 to amend Traffic Schedules
                                                                  --------------------


               Change of Council Meeting to Wednesday-6-November at 7:00p 



                                                                       -------------
                         

                               Borough of Bogota Public Notice for 2024 RFQ's

                                                                         ---------------

           Borough of Bogota Public Notice for Adoption of Ordinance #1596 




                                                                   -----------------

Borough of Bogota Public Notice for Public Meeting on Thursday-8-June-2023 to discuss Multi-use Bond Ordinance






                                                                  -------------------

Borough of Bogota Public Notice for Public Meeting on Thursday-8-June-2023 to discuss amending the 2023 Municipal Budget