To prohibit the spilling, dumping, or disposal of materials
other than stormwater to the municipal separate storm sewer system
(MS4) operated by the Township of Monroe, so as to protect the public
health, safety and welfare, and to prescribe penalties for the failure
to comply.
The spilling, dumping, or disposal of materials other than stormwater
to the municipal separate storm sewer system operated by the Township
of Monroe 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.
The purpose of this article is to require the retrofitting of
existing storm drain inlets which are in direct contact with repaving,
repairing, reconstruction, or resurfacing or alterations of facilities
on private property, to prevent the discharge of solids and floatables
(such as plastic bottles, cans, food wrappers and other litter) to
the municipal separate storm sewer system(s) operated by the Township
of Monroe so as to protect the public health, safety and welfare,
and to prescribe penalties for the failure to comply.
No person in control of private property (except a residential
lot with one single-family house) shall authorize the repaving, repairing
(excluding the repair of individual potholes), resurfacing (including
top coating or chip sealing with asphalt emulsion or a thin base of
hot bitumen), reconstructing or altering any surface that is in direct
contact with an existing storm drain inlet on that property unless
the storm drain inlet is either:
A. Already meets the design standard below to control passage of solid
and floatable materials; or
B. Is retrofitted or replaced to meet the standard in Section
67A-1.8 below prior to the completion of the project.
Storm drain inlets 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.
A. Design engineers shall use either of the following grates whenever
they use a grate in pavement or another ground surface to collect
stormwater from that surface into a storm drain or surface water body
under that grate:
(1)
The New Jersey Department of Transportation (NJDOT) bicycle
safe grate, which is described in Chapter 2.4 of the NJDOT Bicycle
Compatible Roadways and Bikeways Planning and Design Guidelines (April
1996); or
(2)
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 inch 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 basin floors.
B. Whenever design engineers use a curb-opening inlet, 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.
C. This standard does not apply:
(1)
Where the Municipal Engineer agrees that this standard would
cause inadequate hydraulic performance that could not practicably
be overcome by using additional or larger storm drain inlets that
meet these standards;
(2)
Where flows 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 5/8) inches
long and one and one-half (1 1/2) inches wide (this option does
not apply for outfall netting facilities); or
(b)
A bar screen having a bar spacing of 0.5 inches.
(3)
Where flows are conveyed through a trash rack that has parallel
bars with one inch spacing between the bars; or
(4)
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.