No person shall:
A.Â
Place, deposit or permit to be deposited in an unsanitary manner
upon public or private property within the Borough or in any area
under the jurisdiction of the Borough any human or animal excrement,
garbage, industrial waste, foul liquids or other objectionable waste.
B.Â
Discharge to any natural outlet, gutter, stream, ditch, culvert,
catch basin or watercourse in the Borough or in any area under the
jurisdiction of the Borough any sanitary sewage, industrial waste
or other polluted waters, except where suitable treatment has been
provided in accordance with subsequent provisions of this chapter.
C.Â
Uncover any portion of the public sewers or drains or the connection
branches thereof or open any manhole or flush tank except with written
permission of the Mayor and Council or some person designated by the
Mayor and Council to issue permits.
D.Â
Open any public street or place for the purpose of making sewer connection
or make or cause to be made any connection with a building connection
branch of a public sewer, except under a special written permit, signed
by the Mayor and Council or such other official or department of the
Borough as may hereafter be designated by the Mayor and Council, allowing
such specific connection and under the supervision of the Mayor and
Council or such other official or department.
E.Â
Make or cause or allow to be made any excavation within four feet
of any public sewer or blast any rock within 10 feet thereof, save
with the express written permission of the inspector employed by the
Mayor and Council and under his supervision and control.
F.Â
Break or cut or remove any pipe of any main or public sewer or make
or cause to be made any connection with such sewer except through
the specific branch or branches allotted for the purpose, the allotment
of such connection and its location to be designated by the Mayor
and Council or such other official or department as may hereafter
be designated by the Mayor and Council.
G.Â
Discharge or cause or permit the discharge into any main or public
sewer, directly or indirectly, of any clear drainage, swimming pools,
air-conditioning units, groundwater, surface water or rainwater from
sidewalks, yard areas, courts, roofs, basements, or any sump, cistern
or tank overflow.
H.Â
Discharge or cause to permit the discharge into any main or public
sewer, directly or indirectly, of any drainage or overflow from cesspools,
manure pits, privies or other receptacles storing or designed to store
organic wastes.
I.Â
Connect or cause or permit the connection with any main or public
sewer, directly or indirectly, of any garbage disposal units, exhausts,
boiler blowoffs, sediment drips or any pipes carrying or constructed
to carry hot water, acids, dyes, brine, germicides, greases, brewery
mash, gasoline, naphtha, benzene, oil, flammable or explosive liquids,
industrial wastes, radioactive materials or any other substance detrimental
to the sewers or their appurtenances or to the operation of the sewage
system or sewage disposal works.
J.Â
Throw or deposit or cause or allow to be thrown or deposited in any
fixture, vessel, receptacle, inlet or opening connected directly or
indirectly with any main or public sewer any straw, garbage, wood,
glass, feathers, tar, plastics, vegetable, cloth, parings, ashes,
cinders, rags or viscous substance capable of causing obstructions
to the flow in the sewers, except feces, urine, necessary toilet papers
and liquid house slops, or allow any house sewer connection with a
main or public sewer to be likewise connected with any privy vault
or cesspool or underground drain or with any channel conveying water
or filth, except such soil pipes, building drains, building sewers
and other plumbing works as shall have been duly inspected and approved
by the Plumbing Inspector.
Except as hereinafter provided, no person shall discharge or
cause to be discharged any of the following described waters or wastes
to any public sewers:
A.Â
Liquid or vapor having a temperature higher than 150° F.
B.Â
Water or waste which may contain more than 100 parts per million,
by weight, of fat, oil or grease.
C.Â
Gasoline, benzene, naphtha, fuel oil or other flammable or explosive
liquid, solid or gas.
D.Â
Wastewater containing more than 25 milligrams per liter of petroleum
oil, nonbiodegradable cutting oil or any product of mineral oil origin.
E.Â
Water or waters having a pH lower than 5.5 or higher than 9.0 or
having any other corrosive property capable of causing damage or hazard
to structure, equipment and personnel of the sewage works.
F.Â
Waters or water containing a toxic or poisonous substance in sufficient
quantity to injure or interfere with any sewage treatment process,
to constitute a hazard to humans or animals or to create any hazard
in the receiving waters of the sewage treatment plant.
G.Â
Waters or wastes containing suspended solids of such character and
quantity that unusual attention or expense is required to handle such
matters at the sewage treatment plant.
H.Â
Noxious or malodorous gas or substance capable of creating a public
nuisance.
I.Â
Garbage, kitchen refuse or similar matter, including the installation,
maintenance or use in or about any premises of any device which grinds
mashes, crushes, pulverizes, shreds or otherwise similarly treats
garbage or refuse and permits the garbage or refuse to enter into
the sanitary sewerage system. The aforesaid prohibition shall apply
to those devices which are commonly referred to as "garbage disposal
units" or "garbage grinders."
J.Â
Prior to the issuance of permission to discharge additional flow
to the Borough's sanitary sewer or storm sewer systems, the applicant
for the proposed sanitary sewer or storm sewer system improvement
is require to demonstrate to the Borough Engineer that adequate downstream
hydraulic conveyance capacity exists for the proposed sanitary sewer
or storm sewer system improvement. As part of this requirement for
permission to discharge additional flow to the Borough's sewer system,
the information submitted to the Borough Engineer shall include a
report prepared by a professional engineer, including grading and
drainage plans and profiles, computations and other information that
may be required by the Borough Engineer.
K.Â
Prior to the issuance of permission to discharge additional flow
to the Borough's storm sewer system, the applicant for the proposed
storm sewer system improvement is require to demonstrate to the Borough
Engineer that the improvement will not cause flooding, exceed the
hydraulic capacity of the sewer or cause surcharge of the storm sewer
system. As part of this requirement for permission to discharge additional
flow to the Borough's sewer system, the information submitted to the
Borough Engineer shall include a report prepared by a professional
engineer, including grading and drainage plans and profiles, computations
and other information that may be required by the Borough Engineer.
L.Â
Prior to the issuance of permission to discharge additional flow
to the Borough's sanitary sewer or storm sewer systems, the applicant
for the proposed sanitary sewer storm sewer system improvement is
require to demonstrate to the Borough Engineer that the improvement
will not cause deterioration or intensification of deterioration of
the sanitary or storm sewer systems. As part of this requirement for
permission to discharge additional flow to the Borough's sewer system,
the information submitted to the Borough Engineer shall include a
report prepared by a professional engineer, including grading and
drainage plans and profiles, computations and other information that
may be required by the Borough Engineer.
A.Â
Grease traps at existing establishments.
(1)Â
Grease traps are required for all waste outlets from all grease-producing
establishments. The type of grease traps must be approved by the Borough
prior to installation in accordance with the specifications.
(2)Â
Each grease-producing establishment shall be required to control
oil and grease discharges, as follows:
(a)Â
Where outside space permits the installation of a grease trap
of the type shown on Diagram A (attached hereto as Appendix D[1]), an exterior grease trap shall be installed, sized as
shown below, and a bacterial pretreatment program shall be developed
and implemented.
[1]
Editor's Note: Appendix D is included at the end of this chapter.
(b)Â
Where outside space does not permit the installation of an exterior
grease trap, an interior grease trap shall be installed, and a bacterial
pretreatment program shall be developed and implemented. Such interior
grease traps and pretreatment program shall be approved by the Borough
prior to installation and implementation, respectively.
(c)Â
No existing or new grease traps shall be installed adjacent
to or immediately downstream from a hot water source. Every grease
trap shall be so located as to be readily accessible for inspection,
cleaning and removal of intercepted waste products.
B.Â
Grease traps at new establishments.
(1)Â
Grease traps shall be installed on the exterior of each new grease-producing
establishment so as to ensure that the grease-producing establishment's
effluent will meet the grease and oil limitations listed in this section.
(2)Â
Each new grease-producing establishment shall furnish the following
information to the Borough prior to discharging any effluent to the
Borough sewer system:
(a)Â
Description of the establishment, including number of employees,
number of patrons, number of seats, frequency of seating, and type
of grease-producing facilities;
(b)Â
Listing of fixtures, including, but not limited to, dishwashers
and other grease-producing units, describing their function and volume;
(c)Â
Listing of drain outlet sizes or trap sizes at each fixture;
(d)Â
Total annual water use and daily minimum and maximum use; and
(e)Â
Expected concentrations of grease and oil (as estimated from
similar establishments).
(3)Â
All exterior grease trap chambers shall be constructed of noncorrosive
materials, such as reinforced concrete or fiberglass. The chamber
shall be capable of sustaining ten-ton truck loading and shall have
baffles and fittings made of noncorrosive materials. Access shall
be available through twenty-four-inch manhole frames and covers located
at each end of the chamber. All grease traps shall be equal to the
product of Tyler Pipe (Tyler, TX), Town & Country (as distributed
by Trap-Zap of South Norwalk, CT), or Zum Industries (Dallas, TX).
See Diagram A attached.[2]
[2]
Editor's The diagram, Appendix D, is included at the end of this chapter.
(4)Â
The following design method for the sizing of grease interceptors
has been developed and recommended for use by the International Association
of Plumbing and Mechanical Officials, under Uniform Plumbing Code,
Appendix H. The Borough has elected to adopt this method for all future
grease trap sizing, with the exceptions noted below.
(a)Â
Restaurants.
[1]Â
The calculation of the required size of grease interceptors
to be installed in restaurants shall be as follows:
Number of Meals per Peak Hour
|
x
|
Waste Flow Rate
|
x
|
Retention Time
|
x
|
Storage Factor
|
=
|
Interceptor Size (liquid capacity)
|
[2]Â
The following terms shall have the meanings indicated:
[a]Â
Number of meals per peak hour. For restaurants:
multiply the number of seats by 60, divide by the estimated time a
patron takes to eat. A restaurant which serves people quickly may
have a seating time from 30 minutes to 45 minutes. Another restaurant
may be the type for leisurely meals with a seating time from 90 minutes
to 120 minutes.
(b)Â
Other oil- or grease-producing establishments. Review by the
Borough of other grease-producing establishments will be based on
submitted data and required pretreatment to meet the effluent standards.
(5)Â
Exceptions to the above requirements will be considered on written
request to the Borough where the above formula requires a grease trap
in excess of 1,000 gallons. In this regard, the Borough will permit
the following:
(a)Â
The Borough will permit the trial installation of a single external
one-thousand-gallon grease trap for restaurants seating less than
100 persons, except for restaurants known to produce exceptional quantities
of grease and oil.
(b)Â
The Borough will permit the trial installation of two external
one-thousand-gallon grease traps in series for restaurants seating
more than 100 persons or for restaurants known to produce exceptional
quantities of grease and oil.
(c)Â
Reductions in these requirements will be considered if there
are no deep-fat fryers, minimal cooking, and minimal dishwashing.
(6)Â
It is the property owner's obligation to meet the discharge concentration
standards for oil and grease set forth in other sections of these
regulations. If subsequent tests show that the discharge concentration
standard is not being met, then the above-described design method
shall apply and additional grease trap capacity shall be furnished.
(7)Â
Additional requirements are as follows:
(a)Â
The grease trap(s) shall be placed at a distance from the structure
sufficient to permit cooling and coagulation of oil and grease within
the grease trap.
(b)Â
Piping must be arranged so that only kitchen wastes and kitchen
floor drains are tributary to the grease traps. Bathroom facilities
and all other waste outlets must bypass the grease traps.
(c)Â
Cleanouts must be provided between the building and the grease
traps, between grease traps in series, and (as a sampling point) downstream
of the last grease trap.
(d)Â
The trap openings must be extended to the surface, using minimum
thirty-inch-diameter barrels, and topped with a standard manhole frame
and cover.
(e)Â
Every installation shall be reviewed for uplift resistance,
with groundwater assumed to be at the surface.
(8)Â
Installation of grease traps shall meet the recommendations of the
Uniform Plumbing Code, including locations, flow control and venting.
Grease trap installation will also require a plumbing permit and compliance
with municipal plumbing code regulations. Sampling manholes for food
service establishments shall be installed downstream of the grease
trap, but upstream of any interconnection with bathroom sanitary service
lines.
C.Â
Grease trap maintenance.
(1)Â
Each grease-producing establishment shall submit a grease trap maintenance
program to the Borough for approval, prior to construction. The frequency
of grease removal is dependent upon the capacity of the interceptor
and the quantity of grease in the wastewater. Maintenance intervals
may vary from once a week to once in several weeks, but in no event
less than once monthly. When the grease removal interval has been
determined for a specific installation, regular cleaning at that interval
is necessary to maintain the rated efficiency of the interceptor.
After the accumulated grease and waste material has been removed,
the interceptor should be checked to make sure that the inlet, outlet
and air relief ports are clear of obstructions such as solidified
grease.
(2)Â
The maintenance program must include provision for a bacterial pretreatment
program, using products, equipments and dosage as approved by the
Borough. Records must be kept of all maintenance on grease traps.
The record must be available for inspection by Borough representatives,
upon request during normal business hours. The record shall include
the following information: date, time, description of work done, comments
on the additional work needed, quantity of grease removed, and names
of personnel performing the work. Any establishment which fails to
provide such records or provides inadequate records shall be subject
to a penalty and/or termination of service.
A.Â
General. All penalty assessment hearings shall be held before the
Edgewater Municipal Court and shall be conducted in accordance with
the rules established pursuant to the Administrative Procedures Act.
B.Â
Final decision. Any final decision issued by the Edgewater Municipal
Court shall be in writing or stated in the record and must include
a separately stated findings of facts and conclusions of law. The
parties of record shall be notified of any final decision or order
by personal service or mail and any such decision or order shall be
effective, unless otherwise stated therein, upon delivery or mailing
whichever is sooner.
C.Â
Cost recovery. If the Borough prevails, it may then recover court
costs, as well as other costs associated with preparing and litigating
the matter, from the violator. To accomplish recovery the Borough
must include an assessment for hearing costs along with the final
decision.
D.Â
Penalty reduction. The Borough may, at its own discretion, reduce
any penalty up to 50%; however the Borough may not reduce the amount
of any component of a penalty which represents the economic benefit
gained by the violator from the violation.
E.Â
Penalties. The Borough or its authorized representative may assess a penalty for violations of the requirements, limitations and prohibitions concerning oil and grease expressed in § 347-19 of the Borough Code. It is the Borough's intention to inspect installation and maintenance records of significant discharges of oil and grease discharges. Where violations are discovered, the Borough may assess fines in the following manner, and as described in this section.
(1)Â
First offense: Up to $250/day until corrected, plus reimbursement
of costs and damages.
(2)Â
Second offense: $500/day until corrected, plus reimbursement of costs
and damages.
(3)Â
Third or more offense: $1,000/day until corrected, plus reimbursement
of costs and damages, plus possible closure of discharge to Borough
sewers.
The Borough of Edgewater has adopted "Sanitary Sewer Collection
System and Pump Station Rules and Regulations," revised August 19,
2008.
A.Â
The admission into the public sewers of any waters or wastes having
a five-day BOD greater than 300 parts per million by weight, more
than 350 parts per million by weight of suspended solids, any quantity
of substances with the characteristics described in the previous sections
of this chapter, or an average daily flow greater than 2% of the average
daily sewage flow of the Borough shall be subject to the review and
approval of the Edgewater Department of Public Works.
B.Â
When there is reasonable indication, as determined by Borough personnel,
that the discharge is exceeding the maximum allowed limits, then the
Borough shall have the discharge sampled and tested. The grease-producing
establishment shall pay for the cost of this effort.
A.Â
Where necessary, in the opinion of the Plumbing Inspector, the owner
shall provide, at his expense, such preliminary treatment as may be
necessary to:
(1)Â
Reduce the BOD to 300 parts per million and suspended solids to 350
parts per million by weight;
(2)Â
Reduce objectionable characteristics or constituents to within the maximum limits provided for in § 347-18, Prohibited discharges, of this chapter; or
(3)Â
Control the quantities and rates of discharge of such waters or wastes.
B.Â
Plans, specifications and any other pertinent information relating
to proposed preliminary treatment facilities shall be submitted for
the approval of the Plumbing Inspector and of the New Jersey Department
of Environmental Protection, if required, and no construction of such
facilities shall be commenced until said approvals are obtained in
writing.
C.Â
Where preliminary treatment facilities are provided for any waters
or wastes, they shall be maintained continuously in satisfactory and
effective operation by the owner at his expense.
When required by the Department of Public Works, the owner of
any property served by a building connection or building sewer carrying
industrial wastes shall install a suitable control manhole in the
building sewer to facilitate observation, sampling and measurement
of the waste. Such manhole, when required, shall be accessibly and
safely located and shall be constructed in accordance with plans approved
by the Plumbing Inspector and the Department of Public Works. The
manhole shall be installed by the owner at his expense and shall be
maintained by him so as to be safe and accessible at all times.
A.Â
All measurements, tests and analyses of the characteristics of waters
and wastes to which reference is made in this chapter shall be determined
in accordance with the latest edition of Standard Methods for the
Examination of Water, Sewage and Industrial Wastes, published by the
American Public Health Association, Inc. Said publication is hereby
incorporated in this chapter by reference and made a part hereof as
fully as though it had been set forth at length herein. In accordance
with law, the required number of copies have been placed on file in
the office of the Borough Clerk and in the office of the Board of
Health and shall remain on file in said offices for use and examination
by the public so long as this chapter shall remain in effect.
B.Â
All such measurements, tests and analyses of the characteristics
of waters and wastes shall be determined from samples taken at the
control manhole provided for as described in the previous section.
In the event that no special manhole has been required, the control
manhole shall be considered to be the nearest downstream manhole in
the public sewer to the point at which the building sewer is connected.
The Borough and its duly authorized officers and employees bearing
proper credentials and identifications shall be permitted to enter
upon all properties for the purposes of inspection, observation, measurement,
sampling and testing, in accordance with the provisions of this article.
A.Â
No person shall break, damage, destroy, deface or tamper with any
structure, appurtenance or equipment which is a part of the municipal
sewer system.
B.Â
Any person who, by reason of the violation of the provisions of this
chapter or other improper use of the municipal sewer system or any
of its branches, appurtenances or connections, shall cause damage
to said municipal sewer system or to the facilities of the Bergen
County Utilities Authority to which the municipal sewer system is
connected, by reason of which the Borough may sustain damage or may
be or become liable to the Bergen County Utilities Authority for damages
which it may sustain, shall be liable to the Borough for all costs
and expenses that may be incurred by the Borough for the correction
of any such damage. The Borough shall have the right to recover such
costs and expenses from any such person by appropriate action at law
in a court of competent jurisdiction. The right of the Borough to
be reimbursed for any costs and expenses incurred by it by reason
of such damages shall be an additional remedy, and such person shall
also be subject to the penalties contained in this chapter for violation
of its provisions.
C.Â
Any owner may install and maintain, at his expense, a sewage flow
meter, approved by the Borough Engineer, to measure the flow into
the sewer lines. Where such a sewage flow meter is maintained, the
owner shall be billed on the actual readings of such meter at the
same rate as determined hereinabove.
D.Â
In any specific case not contemplated or not clearly defined herein
or where the type of waste will place an extraordinary burden on the
sewerage facilities either because of its quantity or its quality,
the Borough Council is hereby authorized, by contract or otherwise,
to establish a specific rate as may be necessary.