This article shall be known and cited as the "Borough of Wood-Ridge
Stormwater Management Ordinance of 1990" and shall supersede all existing
stormwater management ordinances.
The general intent of this article is to manage the increased
rate and velocity of surface water runoff created by alteration of
the ground cover and natural runoff patterns.
This article is deemed essential and necessary to protect the
public health, safety and welfare of the citizens of the Borough of
Wood-Ridge and the surrounding communities by accomplishing the following
purposes:
A.
To maintain the adequacy of natural stream channels and prevent accelerated
bank erosion by controlling the rate and velocity of runoff discharge
to these watercourses.
B.
To preserve present adequacy of culverts and bridges by suppressing
artificially induced flood peaks.
C.
To reduce public expenditures for replacement or repair of public
facilities resulting from artificially induced flood peaks.
D.
To prevent damages to life and property from flooding resulting from
excessive rates and velocities of runoff.
E.
Any and all other purposes set forth in N.J.S.A. 40:55D-93 are herein
incorporated into this article.
A.
For the purposes of this article, the terms and words listed in this section shall have the meanings herein given. Terms and words not defined herein shall have, for the purposes of this article, the meanings given them in Chapter 335, Land Subdivision and Site Plan Review, as the same now reads or may be amended. Terms and words not defined herein or in Chapter 335, but defined in the Municipal Land Use Law,[1] shall have, for the purposes of this article, the meanings
given them in the Municipal Land Use Law, its amendments or supplements
thereto. Terms and words not defined in any of the foregoing sources
shall have the meanings established by common usage of the words unless
the context herein clearly indicates the contrary.
[1]
Editor's Note: See N.J.S.A. 40:55D-1 et seq.
B.
APPROVED PLAN
BOARD
CHANNEL
CONSERVATION EASEMENT
DEVELOPER
DRAINAGE RIGHT-OF-WAY
DRAINAGEWAY
NATURAL DRAINAGE FLOW
NONPOINT RUNOFF
SEASONAL HIGH GROUNDWATER TABLE
STORMWATER MANAGEMENT PLAN
SURFACE WATER
SURFACE WATER RUNOFF
SURFACE WATER RUNOFF DAMAGE
WATERCOURSE
WATERSHED
The following words and phrases shall have the following meanings
when used herein:
A plan to control stormwater runoff which has been approved
by the Board.
The Planning Board of the Borough of Wood-Ridge.[2]
A watercourse with a definite bed and banks which confine
and conduct continuously or intermittently flowing water.
An agreement or covenant running with the land which prohibits
all land or vegetation disturbance in favor of a permanent dedication
to natural open space, each agreement to be entered into between the
applicant and the municipality.
Any person, partnership, corporation or public agency requesting
approval of a major subdivision or of a site plan.
The lands required for the installation of stormwater sewers
or drainage channels or required along a natural stream or watercourse
for preserving the channel and providing for the flow of water therein
to safeguard the public against flood damage.[3]
Any watercourse, trench, ditch, depression or other hollow
space in the ground, natural or artificial, which collects or disperses
surface water from the land.
The topographical pattern or system of drainage of surface
water runoff from a particular site, including the various drainageways
and watercourses which carry surface water only during periods of
rains, storms or floods.
Surface water entering a channel from no definable discharge
source.
As shown on a soils map, subject to field investigation.
A plan consistent with the purposes and policies of this
article, which fully indicates necessary land treatment measures and
techniques, including a schedule for implementation and maintenance.
All water produced by rain, flood, drainage springs and seeps
flowing over the land or contained within a natural or artificial
watercourse.
The dispersion or drainage of surface water by natural or
artificial means, or any overland flow of water across the ground
surface to the nearest conduit.
All damage or harm to property values, land, vegetation and
water supplies, including but not limited to flooding, soil erosion,
siltation and other pollution of watercourse and diminished recharge
of groundwater supply, which damage results or is likely to result
when surface water runoff is increased in rate, velocity or quantity.
Rivers, streams, brooks, waterways, lakes, ponds, marshes,
swamps, bogs and all other bodies of water, natural or artificial,
public or private, which are contained within, flow through or border
on the Borough or any portion thereof.
An area of surface water runoff related to a point of concentration.
A.
Stormwater management plan review and approval shall be required concurrent with final site plan approval or major subdivision approval as required by Chapter 335, Land Subdivision and Site Plan Review.
B.
The Board may waive the need for a stormwater management plan upon
recommendation of the Borough Engineer after finding that there is
no appreciable increase anticipated in rate, velocity or duration
of runoff based on plans and drainage calculations submitted.
C.
The Board may waive the specific requirements of this article upon
recommendation of the Borough Engineer where such waiver would be
in the best interest of the Borough of Wood-Ridge. Any waiver by the
Borough of Wood-Ridge does not waive the requirements of any other
governmental agency.
A.
The stormwater plan or any major amendment thereto shall be approved
by the Board after review and favorable report by the Borough Engineer.
B.
The stormwater management plan shall be filed as part of the application required by Chapter 335 of the Code of the Borough for a site plan and for a major subdivision.
C.
Stormwater management plans shall be reviewed by the Board with advice
and assistance of the Borough Engineer. The Board's consideration
of applications may be guided by but not limited to the following
factors:
(1)
The suitability of the applicant's proposed surface water management
measures, devices and planning techniques, whether involving on-tract
or off-tract measures or some combination thereof, in respect to the
total surface water runoff velocities and rates of discharge which
the applicant's proposed construction or land disturbance may generate.
(2)
Existing topography, present vegetation and hydrologic soil factors.
(3)
Groundwater recharge and discharge areas, wet soils and seasonal
high groundwater table, and alluvial, poorly drained and somewhat
poorly drained soils.
(4)
The design storm.
(5)
Natural drainage flow and pattern throughout the subwatershed(s)
affected by the plan.
(6)
Land uses in both the immediate vicinity and surrounding drainage
region.
(7)
Any other applicable or relevant environmental and resource protection
ordinances, statutes and regulations.
(8)
Any other factors relevant to the coordinated, adjusted and harmonious
development of the site, vicinity, municipality and region.
D.
If after considering the above factors and after consultation with
the Borough Engineer the Board determines that the proposed construction
will generate no additional surface water runoff or that the stormwater
runoff from the project will be managed in accordance with standards
of this article or will not be detrimental to the public health, safety
and general welfare of the Borough, the Board shall approve the plan
and issue the necessary permit.
E.
If, however, after considering the above factors and after consultation
with the Borough Engineer the Board determines that the proposed construction
will generate surface water runoff which will be detrimental to the
public health, safety and general welfare in light of the paramount
public interest in the damage and environmental degradation, the Board
shall deny the permit and shall clearly and concisely state the reasons
for the denial.
F.
The Board, in approving said stormwater management plan, may impose
lawful conditions or requirements designated or specified on or in
connection therewith. These conditions and requirements shall be provided
and maintained as a condition to the establishment, maintenance and
continuance of any use or occupancy of any structure or land.
The stormwater management plan shall incorporate the details
required for site plans or improvements and utility plans and shall
include, as a minimum, the following:
A.
Lot and block numbers of the site as shown on the current Tax Map
of the Borough.
B.
Name and address of the owner of the land and the size of the subwatershed
and the location of the site within the watershed(s).
C.
Location, description and quantification of significant natural and
man-made features on and surrounding the site, including topography,
all impervious surfaces and soil and drainage characteristics, with
particular attention to the location and description of presently
existing surface water runoff control devices, mechanisms or areas,
swamps, floodplains, swales, woods and vegetation, steep slopes and
other features critical to the purposes of this article.
D.
Size of nearest culvert or bridge downstream of the discharge area
and profiles and cross sections of the stream channel upstream of
that structure if within 500 feet of the tract.
E.
Profiles and cross sections of the stream channel at all points of
proposed surface water discharge from the site, as required by the
Borough Engineer.
F.
Location, description and quantification of proposed changes to the
site, whether of a permanent or temporary nature, with particular
attention to impervious surfaces and interception of presently dispersed
flow which may have an impact upon the capacity of the soil, vegetative
cover and drainageways to absorb, retard, contain or control surface
water runoff.
G.
Designation of critical or other areas to be left undisturbed, shown
in sufficient detail to be accurately marked on the land.
H.
Computation of the total stormwater runoff before, during and after
the disturbance of land and/or construction of impervious surfaces.
I.
Proposed measures for stormwater management.
J.
A schedule of the sequence of installation of the stormwater management
plan related to the starting and completion dates of the project.
K.
Proposed maintenance schedule for all stormwater management structures,
stipulating current maintenance, continued maintenance and responsibility
for the same.
L.
All proposed revisions of required data as well as such additional
data as the Board may require.
A.
General standards. In the preparation of a stormwater management
plan, the following general principles shall be adhered to:
(1)
Maximum use shall be made of presently existing stormwater runoff
control devices, mechanisms or areas.
(2)
Evaluation shall be made of the nature of the subwatershed of which
the site is a part and of the receiving stream channel capacities.
(3)
Stormwater runoff shall not be transferred from one subwatershed
to another.
(4)
The plan should coordinate with the soil erosion sediment control
plan.
(5)
To the greatest possible extent, the plan shall avoid the concentration
of flow and shall provide for dissipation of velocities at all concentrated
discharge points.
(6)
Reestablishing vegetative cover shall be in accordance with the Standards
and Specifications for Soil Erosion and Sediment Control in New Jersey,
latest edition.
(7)
Timing for the plan shall establish permanent stormwater management
measures prior to construction or other land disturbance, to include
seeding and establishing sod in grass standards.
B.
Design standards.
(1)
For calculating runoff amounts and for design of controls, either
of the following methods may be used in computing runoff: Soil Conservation
Service[1] (SCS) Method or the Rational Method. These are the minimum
design standards acceptable to the Borough. Should the state or county
agencies have jurisdiction in any area, the more stringent of all
the regulations shall apply.
Criteria
|
SCS Method
|
Rational Method
| |
---|---|---|---|
Surface conditions
|
Existing condition of pasture: good hydrologic condition, no
mechanical treatment, whichever is less
|
Existing condition or average cultivation of light growth [C
= 0.20-0.42)]
| |
Collection system
|
25-year storm
|
25-year storm
| |
Storage
|
100-year storm
|
100-year storm
| |
Outlet discharge
|
100-year storm
|
100-year storm
| |
Emergency spillway
|
100-year storm
|
100-year storm
| |
Soil type
| |||
Maximum velocity at pipe outlets
|
4 feet per second
|
4 feet per second
| |
Intensity
|
SCS Method
|
[1]
Editor's Note: Now the Natural Resources Conservation Service
(NRCS).
(2)
All outfalls are to be designed in a manner to retard velocities
at the outfall and provide stream channel protection.
(3)
When a natural drainage pattern is necessarily intercepted, as by
a street, the same shall be considered.
(4)
All structures and land treatment practices shall conform to the
Standards and Specifications for Soil Erosion and Sediment Control
in New Jersey, latest edition.
(5)
All water-carrying structures and/or retention areas shall be completed
and stabilized prior to diversion of water to them.
(6)
Preliminary to developing the surface water management plan, there
shall be an inventory of the site showing all existing natural and
man-made drainage-related features. These features shall be incorporated
in the plan to the greatest possible extent in accordance with their
functional capabilities.
(7)
Drainageways and watercourses which normally carry or receive surface
water runoff shall not be overloaded with increased runoff, sediment
or other pollution resulting from disturbance of soil and vegetation
or incident to development, construction or other activity.
(8)
Due consideration shall be given to the relationship of the subject
property to the natural or established drainage pattern of the subwatershed(s)
of which it is a part.
(9)
Surface water runoff controls shall be designed to assure that the
land in question uses no more than its proportionate watershed share
of the natural stream and culvert capacity.
(10)
A flood routing of the discharge channel shall be provided so
that the coordination of discharges proposed from the tract with those
from off the tract and the effects of stream bank erosion can be analyzed.
(11)
Innovative surface water runoff control and recharge devices
may be proposed, such as rooftop storage, dry wells, cisterns and
roof drain infiltration trenches, provided that they are accompanied
by detailed engineering plans and performance capabilities.
A.
Limit of construction. Critical impact areas and other areas to be
left undisturbed shall be physically marked with survey stakes or
protected with a temporary snow fence prior to any land disturbance.
B.
Timing. A schedule of sequence of operation for the construction
and/or installation of the required stormwater management improvements
shall be included in the Board's site plan or subdivision approval.
C.
Bonding. The Board shall provide for the posting of performance guaranties
and maintenance bonds, per the recommendations of the Borough Engineer.
D.
Inspection.
(1)
The developer shall bear full and final responsibility for the installation
and construction of all required surface water runoff control measures
according to the provisions of his approved plan and this article.
The Borough Engineer shall inspect the site during its preparation
and development.
(2)
During the construction of the required improvements, said improvements
shall be inspected by the Borough Engineer to ascertain that the provisions
of the applicant's approved plan are complied with, including the
limit of construction for areas to be left undisturbed.
E.
Maintenance.
(1)
At the time of approval of the plan, responsibility for continued
maintenance of stormwater runoff control structures and measures shall
be stipulated and properly recorded.
(2)
The Borough shall retain the right to enter and make repairs and
improvements where necessary to ensure that all control measures as
well as areas dedicated to surface water retention or groundwater
recharge are adequately maintained and preserved. The Borough may
charge the owner for the costs of these services if such maintenance
is his responsibility.
F.
Enforcement. If at any time the Borough Engineer finds existing conditions
not as stated in the applicant's approved plan, the Board or its designated
agent shall order cessation of all work and seek to enjoin the violation
or take such steps looking to the enforcement of the plan as may be
lawful.
[Added 2-8-2005 by Ord.
No. 2005-2]
A.
Purpose. To prohibit illicit connections to the municipal separate
storm sewer system(s) operated by the Borough, so as to protect public
health, safety and welfare, and to prescribe penalties for the failure
to comply.
B.
DOMESTIC SEWAGE
ILLICIT CONNECTION
INDUSTRIAL WASTE
MUNICIPAL SEPARATE STORM SEWER SYSTEM (MS4)
NJPDES PERMIT
NONCONTACT COOLING WATER
PERSON
PROCESS WASTEWATER
STORMWATER
Definitions. For the purpose of this section, the following terms,
phrases, words and their derivations shall have the meanings stated
herein unless their use in the text of this section clearly demonstrates
a different meaning. When not inconsistent with the context, words
used in the present tense include the future, words used in the plural
number include the singular number, and words used in the singular
number include the plural number. The word "shall" is always mandatory
and not merely directory. The definitions below are the same as or
based on corresponding definitions in the New Jersey Pollutant Discharge
Elimination System (NJPDES) rules at N.J.A.C. 7:14A-1.2.
Waste and wastewater from humans or household operations.
Any physical or nonphysical connection that discharges domestic
sewage, noncontact cooling water, process wastewater, or other industrial
waste (other than stormwater) to the municipal separate storm sewer
system operated by the Borough of Wood-Ridge, unless that discharge
is authorized under a NJPDES permit other than the Tier A Municipal
Stormwater General Permit (NJPDES Permit Number NJ0141852). Nonphysical
connections may include, but are not limited to, leaks, flows or overflows
into the municipal separate storm sewer system.
Nondomestic waste, including, but not limited to, those pollutants
regulated under Section 307(a), (b), or (c) of the Federal Clean Water
Act [33 U.S.C. § 1317(a), (b), or (c)].
A conveyance or system of conveyances (including roads with
drainage systems, municipal streets, catch basins, curbs, gutters,
ditches, man-made channels, or storm drains) that is owned or operated
by the Borough of Wood-Ridge or other public body and is designed
and used for collecting and conveying stormwater.
A permit issued by the New Jersey Department of Environmental
Protection to implement the New Jersey Pollutant Discharge Elimination
System (NJPDES) rules at N.J.A.C. 7:14A.
Water used to reduce temperature for the purpose of cooling.
Such waters do not come into direct contact with any raw material,
intermediate product (other than heat) or finished product. Noncontact
cooling water may however contain algaecides, or biocides to control
fouling of equipment such as heat exchangers, and/or corrosion inhibitors.
Any individual, corporation, company, partnership, firm,
association or political subdivision of this state subject to municipal
jurisdiction.
Any water which, during manufacturing or processing, comes
into direct contact with or results from the production or use of
any raw material, intermediate product, finished product, by-product
or waste product. Process wastewater includes, but is not limited
to, leachate and cooling water other than noncontact cooling water.
Water resulting from precipitation (including rain and snow)
that runs off the land's surface, is transmitted to the subsurface,
is captured by separate storm sewers or other sewerage or drainage
facilities, or is conveyed by snow removal equipment.
C.
Prohibited conduct. No person shall discharge or cause to be discharged
through an illicit connection to the municipal separate storm sewer
system operated by the Borough of Wood-Ridge any domestic sewage,
noncontact cooling water, process wastewater, or other industrial
waste (other than stormwater).
D.
Enforcement. This section shall be enforced by the Police Department
of the Borough of Wood-Ridge.
[Added 2-8-2005 by Ord. No. 2005-3]
A.
Purpose. A section to prohibit the spilling, dumping or disposal
of materials other than stormwater to the municipal separate storm
sewer system (MS4) operated by the Borough of Wood-Ridge so as to
protect public health, safety and welfare, and to prescribe penalties
for the failure to comply.
B.
MUNICIPAL SEPARATE STORM SEWER SYSTEM (MS4)
PERSON
STORMWATER
Definitions. For the purpose of this section, the following terms,
phrases, words and their derivations shall have the meanings stated
herein unless their use in the text of this section clearly demonstrates
a different meaning. When not inconsistent with the context, words
used in the present tense include the future, words used in the plural
number include the singular number, and words used in the singular
number include the plural number. The word "shall" is always mandatory
and not merely directory.
A conveyance or system of conveyances (including roads with
drainage systems, municipal streets, catch basins, curbs, gutters,
ditches, man-made channels, or storm drains) that is owned or operated
by the Borough of Wood-Ridge or other public body and is designed
and used for collecting and conveying stormwater.
Any individual, corporation, company, partnership, firm,
association or political subdivision of this state subject to municipal
jurisdiction.
Water resulting from precipitation (including rain and snow)
that runs off the land's surface, is transmitted to the subsurface,
is captured by separate storm sewers or other sewerage or drainage
facilities, or is conveyed by snow removal equipment.
C.
Prohibited conduct. The spilling, dumping or disposal of materials
other than stormwater to the municipal separate storm sewer system
operated by Borough of Wood-Ridge is prohibited. The spilling, dumping
or disposal of materials other than stormwater in such a manner as
to cause the discharge of pollutants to the municipal separate storm
sewer system is also prohibited.
D.
Exceptions to prohibition.
(1)
Waterline flushing and discharges from potable water sources.
(2)
Uncontaminated groundwater (e.g., infiltration, crawl space or basement
sump pumps, foundation or footing drains, rising groundwaters).
(3)
Air-conditioning condensate (excluding contact and noncontact cooling
water).
(4)
Irrigation water (including landscape and lawn watering runoff).
(5)
Flows from springs, riparian habitats and wetlands, water reservoir
discharges and diverted stream flows.
(6)
Residential car washing water and residential swimming pool discharges.
(7)
Sidewalk, driveway and street wash water.
(8)
Flows from firefighting activities.
(9)
Flows from rinsing of the following equipment with clean water: equipment
used in the application of salt and de-icing materials immediately
following salt and de-icing material applications. Prior to rinsing
with clean water, all residual salt and de-icing materials must be
removed from equipment and vehicles to the maximum extent practicable
using dry cleaning methods (e.g., shoveling and sweeping). Recovered
materials are to be returned to storage for reuse or properly discarded.
Rinsing of equipment, as noted in the above situation, is limited
to exterior, undercarriage and exposed parts and does not apply to
engines or other enclosed machinery.
E.
Enforcement. This section shall be enforced by the Police Department
of the Borough of Wood-Ridge.