[Adopted 5-6-1991 by Ord. No. 14-1991 (Ch. 18, Part 1, of
the 2004 Code of Ordinances)]
Unless the context specifically and clearly indicates otherwise,
the meanings of terms and phrases used in this article shall be as
follows:
BOD (BIOCHEMICAL OXYGEN DEMAND)
The quantity of oxygen, expressed in parts per million (ppm)
by weight, utilized in the biochemical oxidation of organic matter
under standard laboratory procedure for five days at 20° C. The
standard laboratory procedure shall be that found in the latest edition
of "Standard Methods for the Examination of Water and Sewage," published
by the American Public Heath Association.
BUILDING SEWER
The connection piping from the sewage drainage system of
any structure to the main collection sewer.
CHLORINE REQUIREMENT
The amount of chlorine, in parts per million by weight, which
must be added to sewage to produce a specific residual chlorine content
or to meet the requirements of some other objective, in accordance
with procedures set forth in "Standard Methods."
CITY
The City of Nanticoke.
COLLECTION SEWER
The City's sanitary sewers located under highways, roads,
streets and rights-of-way with branch service laterals that collect
and convey sanitary sewage or industrial wastes, or a combination
of both, and into which stormwater, surface water and groundwater
or unpolluted industrial wastes are not intentionally admitted.
CONNECTION UNIT
Each individual building or house, whether constructed as
a detached unit or as one of a pair or row, which is designed or adaptable
to separate ownership for use as a family dwelling unit or for commercial
or industrial purposes. A school, factory, apartment house, office
building or other multiple-unit structure whose individual apartments
or units are connected to a common internal sewage system and which
are not commonly subject to separate ownership shall be considered
as one connection unit per individual unit or apartment.
GARBAGE
Solid wastes resulting from preparation, cooking and dispensing
of food and from handling, storage and sale of food products and produce.
GROUND GARBAGE
The residue from the preparation, cooking and dispensing
of food that has been shredded to such degree that all particles will
be carried freely in suspension under the flow conditions normally
prevailing in public sewers with no particle greater than 1/2 inch
in any dimension.
IMPROVED PROPERTY
Any property located, or a building lot for which a building
permit has been issued within the sewered area, upon which there is
erected a structure intended for continuous or periodic habitation,
occupancy or use by human beings or animals and from which structure
sanitary sewage and/or industrial wastes shall be or may be discharged.
INDUSTRIAL WASTES
Any solid, liquid or gaseous substance discharged, permitted
to flow or escaping in the course of any industrial, manufacturing,
trade or business process or in the course of the development, recovery
or processing of natural resources, as distinct from sanitary sewage.
OWNER
Any person vested with ownership, legal or equitable, sole
or partial, of property located in the sewered area.
PARTS PER MILLION or PPM
A weight-to-weight ratio; the parts-per-million value multiplied
by the factor 8.345 shall be equivalent to pounds per million gallons
of water.
PERSON
Any individual, partnership, company, association, society,
trust, corporation or other group or entity.
pH
The logarithm (base 10) of the reciprocal of the weight of
hydrogen ions, expressed in grams per liter of solution, and indicates
the degree of acidity or alkalinity of a substance.
SANITARY SEWAGE
Normal water-carried household and toilet wastes discharged
from any improved property.
SANITARY SEWER
A sewer that conveys sewage or industrial wastes, or a combination
of both, and into which stormwater, surface water and groundwaters
or unpolluted industrial wastes are not intentionally admitted.
SERVICE LATERAL
That part of the sewer system extending from a collection
sewer to the drainage system of any structure and is the same as a
building sewer.
SEWAGE TREATMENT PLANT
The plant and facilities operated for such purpose to which
the sewer system is to be connected.
SEWER
Any pipe or conduit constituting a part of the sanitary sewer
system used or usable for sewage collection purposes and to which
groundwater, surface water and stormwater is not intentionally admitted.
SEWER RENTAL UNIT
Each family dwelling unit or the equivalent which is connected
with the sanitary sewer system.
SEWER SYSTEM
All facilities, as of any particular time, for collecting,
pumping, treating and disposing of sanitary sewage and industrial
wastes, situate in the sewered area and owned and/or operated by the
City.
SEWERAGE
The system of sewers and appurtenances for the collection,
transportation and pumping of sewage and industrial waste.
SEWERED AREA
Those portions of the member municipalities in which there
shall be constructed a sewage collection system of the City in accordance
with the plans of the City, as from time to time constructed and extended.
SHALL; MAY
"Shall" is mandatory; "may" is permissible.
SLUG
Any discharge of water, sewage or industrial waste which,
in concentration of any given constituent or in quantity of flow,
exceeds for any period of longer duration than 15 minutes more than
five times its average hourly concentration or flow.
STANDARD METHODS
The examination and analytical procedures set forth in the
most recent edition of "Standard Methods for the Examination of Water,
Sewage, and Industrial Waste," published jointly by the American Public
Health Association, the American Water Works Association and the Water
Pollution Control Federation.
STORM SEWER
A sewer that carries stormwater, surface water and groundwater
drainage but excludes sewage and industrial wastes.
STREET
Includes any street, highway, road, lane, court, alley and
public square.
SURCHARGE
The extra charge in addition to the service charge rental
which is levied on those persons whose wastes are greater in strength
than the concentration values established as representative of normal
sewage.
SUSPENDED SOLID
Solids that either float on the surface of or are in suspension
in water, sewage or other liquids and which are removable by laboratory
filtration. The standard laboratory procedure shall be that found
in the latest edition of "Standard Methods."
TOXIC SUBSTANCES
Any poisonous substance, including, but not limited to, copper,
cyanide and chromium ions.
UNPOLLUTED WATER OR LIQUIDS
Any water or liquid containing none of the following: free
or emulsified grease or oil, acids or alkalis, substances that may
impart taste and odor or color characteristics; toxic or poisonous
substances in suspension, colloidal state or solution; odorous or
otherwise obnoxious gases. It shall contain not more than 1,000 parts
per million by weight of dissolved solids and not more than five parts
per million each of suspended solids or biochemical oxygen demand.
Analytical determination shall be made in accordance with procedures
set forth in "Standard Methods."
WASTEWATER
Sanitary sewage and/or industrial wastes, as defined in this
section.
[Amended 12-1-2004 by Ord. No. 16-2004]
A. A building sewer shall be no less than four inches in internal diameter
except within public rights-of-way, where this pipe shall be six inches.
B. Types of pipes.
(1) All service laterals and building sewers shall be constructed of
one of the following types of pipes:
(a)
Service-weight cast-iron soil pipe at least four inches in internal
diameter conforming to ASTM A-74-66.
(b)
Schedule 40 or SDR-35 polyvinyl chloride (PVC) sewer pipe conforming
to ASTM D-1785.
(2) Jointing materials for the various types of pipe shall be as follows:
(a)
Cast-iron pipe shall have leaded joints properly caulked or
neoprene rubber gaskets conforming to C.I.S.P.I. HSN-68T.
(b)
PVC pipe shall have solvent welded joints of the same schedules
as the pipe used. The solvent shall conform to ASTM D-25464 and the
fitting shall conform to ASTM D-R4GG (Schedule 40) and D-2467 (Schedule
80).
C. Uniform bearing shall be provided along the entire length of a building
sewer, and all joints of a building sewer shall be watertight and
root-proof. No cement mortar joints shall be used.
D. Where an improved property at the time of securing a permit under §
410-3A to connect to a sewer shall be served by its own sewage disposal system or device, the existing house sewer line shall be broken on the structure side of such sewage disposal system or device and attachment shall be made, with proper fittings, to continue such house sewer line as a building sewer, undiminished in inside diameter, but not less than four inches, to the public right-of-way, thence six inches to the collection sewer.
E. A building sewer to serve one improved property may occupy the same trench as a building sewer to serve the next adjoining improved property; provided, however, that the common trench is on or immediately adjacent to the common property line and such joint occupancy is by mutual agreement of the owners concerned. This Subsection
E is subject in all respects to Subsection
D above.
F. It shall be the duty of every person constructing or owning any building
connected to the sewer system to assure that their building sewer,
house drain and plumbing fixtures are adequate for the purpose and
will allow free passage of any material that enters or should enter
the system.
(1) No change of the building sewer of any building shall be permitted
unless notice thereof shall have been given the City and approval
of the City thereto obtained in writing.
G. Fittings in a building sewer shall conform to the type of pipe used
in construction.
H. Changes in direction in a building sewer must be made only by use
of "Y" branches or of one-eighth or one-sixteenth bends. No one-fourth
bends will be permitted. Caulking of lead joints or alignment of self-sealing
joints to angles of less than one-sixteenth bend equivalent only shall
be permitted.
I. Fittings or connections in a building sewer which have an enlargement,
chamber or recess with a ledge, shoulder reduction of pipe area that
shall offer any obstruction to flow, shall not be allowed.
J. Leaded joints in cast-iron soil pipe in a building sewer shall be packed with oakum in the bell and spigot terminations and thereafter shall be filled with molten lead to a depth of at least one inch for pipes of four-inch and six-inch diameter, and 1.25 inches for eight-inch- and twelve-inch-diameter pipe, and not to be depressed more than 1/8 inch below the rim of the hub. The lead then must be caulked in place. No paint, varnish or other coating shall be permitted on the jointing material until after the building sewer has been tested and approved as provided in Subsections
Q,
R and
S below.
K. Basement floor drains shall not be permitted to be connected to the
building sewer except where it can be shown to the satisfaction of
the City that their connection is absolutely necessary.
(1) A permit shall be obtained from the City before any floor drain may
be attached to the building sewer drainage system.
(2) No permit for a basement floor drain shall be granted until the owner
of the building or his agent has executed, signed and filed with the
City a written statement releasing the City from any damage or personal
injury that may result.
L. Cleanouts. Generally, cleanouts shall be provided in each building
sewer and at intervals to permit complete rodding with a one-hundred-foot-long
auger or tape. Cleanouts shall be constructed by using a "Y" fitting
in the run of pipe with a forty-five-degree bend and riser to the
ground surface. The riser pipe must be provided with a standard four-inch
screw-type ferrule and plug.
M. Special conditions. Wherever, in the opinion of the City, the trenching
conditions require either specific type of pipe jointing material
or encasement in concrete, such materials as it may direct shall be
installed to protect the property owner and/or the City for special
conditions, as follows:
(1) Where the trench is over 12 feet deep, extra-strength PVC pipe or
Class 3300 A.C. pipe or cast-iron pipe or Schedule 80 PVC or SDR-35
pipe must be used.
(2) Where the trench is less than four feet deep in a traveled roadway,
special bedding consisting of crushed stone or concrete cradle, as
directed by the City, must be used.
(3) Where lines are laid in fill, extra-heavy cast-iron soil pipe with
lead joints or neoprene rubber gaskets may be used.
(4) Where foundation conditions are poor due to groundwater or subsurface
materials, a bedding of Pennsylvania Department of Transportation
No. 2B crushed stone at least six inches in depth shall be installed
beneath the pipe.
(5) Where rock is encountered, the trench shall be excavated to a depth
of four inches below the bottom of the pipe and the trench refilled
to the grade line with clean earth or crushed stone.
N. A building sewer may be provided with a horizontal trap, known as
a house trap, of not less than four-inch inside diameter. Such trap
shall be provided with a vent and cleanout openings, each to be at
a level at least equal to the finished grade level and to be provided
with bent cowls. Lines from such trap to such finished grade level
shall be of the same size and material as the building sewer.
O. The house trap described under Subsection
N above shall be located at a point approved by the City Inspector in accordance with rules and regulations applicable thereto, as adopted by this City. Such trap and its vent shall be on the property side of the curb.
P. The slope or grade of a building sewer, when the inside diameter
is four inches or more, shall be no less than 1/4 inch per foot of
length and shall be downward in the direction of flow; provided, however,
that when a commercial or industrial establishment requires a building
sewer with an inside diameter of six inches or more, the slope shall
be no less than 1/8 inch per foot of length. When physically required
in order to connect with the sewer lateral, the slope of the building
sewer may be reduced to 1/8 inch per foot, but only with the permission
of this City.
Q. This City shall observe all testing of a building sewer. All equipment
and material required for testing shall be furnished by the owner
of the improved property to be connected to a sewer.
(1) In the event that a building sewer is not approved by this City,
further test or tests shall be made following completion of necessary
corrections. A fee, in an amount as established from time to time
by resolution of City Council, will be charged by this City for observation
of each test subsequent to the initial test.
R. No building sewer shall be covered until it has been inspected, tested as provided in Subsection
Q above, and approved. If any part of a building sewer is covered before so being inspected, tested and accepted, it shall be uncovered for inspection and testing at the cost and expense of the owner of the improved property.
S. Every building sewer shall be tested by filling the same with water
completely, so that every section shall be tested with not less than
a ten-foot head of water. Water shall be kept in the building sewer
for 15 minutes before inspection starts, and no leakage shall be observable
at the time of inspection.
(1) Upon approval of the test of a building sewer by this City, a certificate
of approval will be issued to the owner of the improved property to
be connected to a sewer.
T. Whenever this City has reason to believe any building sewer has become
defective, such building sewer shall be subject to test and inspection.
Defects found upon such test and inspection shall be corrected as
required by this City, in writing, at the cost and expense of the
owner of the improved property served through such building sewer.
U. Every building sewer of any improved property shall be maintained
in a sanitary and safe operating condition by the owner of such improved
property.
V. Every excavation for a building sewer shall be guarded adequately
with barricades and lights to protect all persons from damage and
injury. Streets, sidewalks and other public property disturbed in
the course of installation of a building sewer shall be restored,
at the cost and expense of the owner of the improved property being
connected, in a manner satisfactory to the City.
W. Street opening permits and restoration of surface. Whenever the surface
of any public street, sidewalk or cartway is disturbed by construction
of the building sewer, the surfacing material must be restored in
kind and maintained to the satisfaction of this City and the city
involved. Any and all construction in a public street of the city
involved shall be in compliance with the ordinances of the city and
any and all construction in a state and county highway shall be in
compliance with the Pennsylvania Department of Transportation or requirements
of the Luzerne County Engineer, and specifications and all necessary
permits shall be obtained from the City and the city involved before
construction is commenced, including the permit required for opening
or disturbing the surface of a street.
X. The construction of building sewers shall, at all times, be subject
to supervision and inspection by this City or its representative and
shall conform to this City's specifications. The building sewer shall
not be covered until permitted by this City, and all backfilling of
trenches shall be under its supervision and shall be thoroughly compacted
by tamping in six-inch layers to a minimum height of 12 inches above
the top of the pipe.
Y. Connections with sewers where same are run through private property
shall in all respect be governed by these rates, rules and regulations
or subsequent revision.
Z. No roof drainage, cellar, surface water, waste from hydrants or groundwater
from underground drainage fields shall be permitted to drain into
the sewer system. The sewer system is intended to convey sanitary
sewage and liquid wastes only.
AA. The City shall have the right to close up or disconnect from the
sewer system any service lateral or building sewer used for carrying
rain, cellar drainage, surface water, groundwater or objectionable
matter whenever any violations of these rules and regulations are
committed.
BB. The City shall not be liable for any damage or expense resulting
from leaks, stoppages or defective plumbing or from any other cause
occurring to any premises or within any house or building; and it
is expressly stipulated by and between this City and the owner that
no claims shall be made against this City on account of the breaking
or stoppage of or any damage or expense to any lateral, building sewer
or house connection when the cause thereof is found to be in the lateral,
building sewer or house connection.
CC. The City shall not be liable for a deficiency or failure of service
when occasioned by emergency, required repairs or failure from any
cause beyond control. This City reserves the right to restrict the
use of sewer service whenever the public welfare may require it. In
consideration of the right to connect to the sewer system, this City
shall not be liable for any damage or expense resulting from leaks,
stoppages or defective plumbing or from any other cause occurring
to any premises or within any building, and it is hereby expressly
agreed by all persons making connection with the sewer system that
no claims shall be made against this City or the city on account of
the breaking or stoppage of, or any damage or expense to, any service
lateral or building sewer where the cause thereof is found to be in
such service lateral or building sewer.
[Amended 12-1-2004 by Ord. No. 16-2004]
A. Any person desiring to do plumbing work upon any building sewer for
any improved property shall obtain from the City a permit authorizing
such individual to engage in such plumbing work. Such permits shall
be issued on a calendar-year basis. A fee, in an amount as established
from time to time by resolution of City Council, shall be charged
for issuance of each permit. Such permits shall be issued to such
individuals who have demonstrated by past performance to the satisfaction
of the City that they are qualified and capable of performing plumbing
work in accordance with good plumbing practice and shall be revocable
by this City for negligent or willful failure to comply with these
rates, rules and regulations. Such permits shall be reissued from
calendar year to calendar year by appropriate endorsement of this
City or by issuance of a new permit, at the discretion of this City,
upon payment of the required fee. Owners, their agents, employees
or independent contractors may do ditch preparation work independently
of the plumbing work involved upon receipt of a permit from the City
and subject to compliance with these regulations and inspection requirements.
B. Any individual not possessing a permit as required under Subsection
A above shall not perform any plumbing work upon any building sewer.
C. The City reserves the right to revoke any permits issued under this
section for just cause; such notice of revocation to be given in writing
to the permit holder, stating the reasons for the action.
[Amended 12-21-1995 by Ord. No. 12-1995]
A. There is hereby imposed a connection fee for each connection to be
made to the sewer system, which fee shall be payable upon application
for permit to make the connection, and which fee shall be calculated
by reference to the size of the building lateral so connected, as
follows:
(1) For each improved property applying for a permit, the fee shall be
$275, plus the direct and indirect costs to the City for any construction
work accomplished by the City.
B. Existing or proposed subdivisions connecting to the system must receive a permit from the City. This permit will be issued after the City has assured itself that the connection will be made properly. The cost for this permit shall be determined by multiplying $25 by the number of improved properties located in the subdivision at the time of application for the permit. All costs related to the connection shall be borne by the applicant. Thereafter, each individual improved property will receive its permit based on the fee schedule set forth in Subsection
A, above.
C. Sewer rents and maintenance charges are hereby established which
shall be payable and collected from the owner of each collection unit
located inside or outside the legal boundaries of the City which discharges
flows through, across or under the legal boundaries of the City.
D. There is hereby imposed upon the owners and upon the users of each
collection unit served by the sanitary sewer facilities, for the use
thereof, an annual rent, to be computed and payable in accordance
with the following subsections of this section.
E. Sanitary sewer rentals.
(1) The sewer rent in respect of all residential properties, whether or not metered, served by the sewer system [other than those for which the rent is computed as provided in Subsection
E(2) below] shall be computed on a flat-rate basis at the rate of $31.25 per quarter year per sewer rental unit or equivalent dwelling unit. The City reserves the right to change equivalency values from time to time, to add or delete property classifications and, in cases of dispute, to determine the proper classifications of any property. In the event that the City is not provided, upon request, with accurate information, including supporting documents, necessary in order to determine a user's classification or rate hereunder, the City's estimate or determination shall be conclusive.
[Amended 9-16-2015 by Ord. No. 6-2015; 11-20-2019 by Ord. No. 7-2019]
(2) If two or more dwellings, apartments, stores, commercial or industrial establishments are connected to the sewer system through a single lateral, or if two or more families use separate cooking and/or toilet facilities in a single dwelling, the sewer rent payable under Subsection
E(1) above shall be computed as though each such dwelling, apartment or small unmetered commercial establishment and each such family were a separate property or user with a separate connection to such sewer system.
(3) The sewer rent in respect of nonresidential properties, upon application to the City, may be computed by meter on the basis of gallonage of discharge per quarter year or monthly, as the City may determine, at the rates outlined in Subsection
G below, but in no case will the minimum charge be less than $37.50 per quarter.
[Amended 9-16-2015 by Ord. No. 6-2015]
F. The annual sewer rental and maintenance fee in respect of nonresidential
properties served by a metered water supply shall be computed on the
basis of gallonage of water usage per quarter year, at the following
rates:
(1) Rates.
[Amended 9-16-2015 by Ord. No. 6-2015]
(a)
First 12,000 gallons per quarter: $3.125 per 1,000 gallons.
(b)
Next 188,000 gallons per quarter: $2.157 per 1,000 gallons.
(c)
Next 200,000 gallons per quarter: $1.285 per 1,000 gallons.
(d)
Next 20,000,000 gallons per quarter: $1.102 per 1,000 gallons.
(e)
Next 30,000,000 gallons per quarter: $0.995 per 1,000 gallons.
(f)
Next 40,000,000 gallons per quarter: $1.903 per 1,000 gallons.
(g)
Minimum charge: $37.50 per quarter; $150 per year.
(2) Metered accounts shall be billed based upon the actual gallonage
used per quarter, as determined by the Pennsylvania Gas and Water
Company's meter readings or meters of other suppliers. Invoices
shall be issued quarterly. If current meter readings are not available
at the time of billings, an estimated amount may be computed based
on previous usage.
(3) The City of Nanticoke shall designate, by resolution, a collection
agent who or which is authorized to collect such annual sewer rental
or charge, together with any penalty and/or interest thereon. Said
agent shall perform the duties of said office in accordance with the
rules and regulations of the Wyoming Valley Sanitary Authority which
were adopted on June 19, 1967, and as amended.
(4) The said rules and regulations of the Wyoming Valley Sanitary Authority
are hereby incorporated in this article by reference as though the
same were more fully set forth herein at length and as the same may
be amended, from time to time, by the Board of Directors of the Wyoming
Valley Sanitary Authority.
G. Time and method of payment; interest. The flat-rate sewer rents imposed by Subsection
E above shall be payable quarterly in advance, and rent for each quarter shall be billed and payable on a quarter annual date for each owner or user. Rent for the quarter in which the connection is made shall be prorated and shall be billed in conjunction with the next regular quarterly billing or by special billing, as the official responsible for billing may elect.
(1) The water usage sewer rents imposed by Subsection
F above shall be payable upon billing and shall be billed and payable on a quarterly or monthly basis, as the City may determine. The respective dates of quarterly or monthly meter reading and billing, as the case may be, in respect of the several properties subject to such sewer rents shall be established by the City and may be on a cycle or staggered basis. The first such reading and billing in respect of each such property may be based upon such time period not exceeding three months as the City may determine, with appropriate proration of the rent in respect of any such periods which vary from an exact quarter year.
(2) Bills for sewer rent shall be mailed to the address of the record
owner of the unit unless and until a different address is specified
by the owner or user of the property to the City. Failure to receive
a bill as a result of incorrect address or otherwise shall not excuse
nonpayment of sewer rent or extend the time for payment.
(3) If any quarterly installment of sewer rent is not paid within 30
days after the date of the bill, a ten-percent penalty shall be added
thereto; and if the installment plus penalty is not paid within 60
days after the date of the bill, the aggregate amount thereof shall
bear interest from the penalty date at the rate of 1/2 of 1% per month
or fraction thereof.
H. Measuring volume of wastewater.
(1) Method of measuring volume.
(a)
It shall be the responsibility of the owner of an industrial,
commercial or institutional property or, if the City shall so decide,
it may be the responsibility of the City to so measure the flow of
water to the said facility and/or the flow of industrial waste and/or
sanitary sewage out of the said facility that the volume of wastewater
being discharged into the sewer system may be determined with reasonable
accuracy to the satisfaction of the City.
(b)
If it is not practical, in the opinion of the City, to so measure
the volume of wastewater being discharged into the sewer system, then
this City shall, in such a manner and by such method as it may prescribe,
estimate such volume, which estimate shall be final for the then-current
fiscal year of the City.
(2) Measuring devices. Meters or other measuring devices required to
comply with the above provisions shall be furnished, installed, repaired
and maintained by the owner at his expense and shall be accessible
to the City at all reasonable times for testing, inspection or repair.
Should the owner fail, after notice, to keep required meters in good
operating condition, the City may make replacements and repairs made
necessary by ordinary wear and tear or other causes. Bills for such
repairs, if made by this City, shall be due and payable immediately
upon completion of such repairs and shall be collected in the same
manner as quarterly bills for sewer rental and charges.
(3) Meter readings. The City shall be responsible for the reading of
all meters or other measuring devices, and the same shall be available
to this City at all reasonable times.
I. Unpaid claims; liens. Any unpaid sewer rent (together with penalties
and interest therein to the extent permitted by law) shall be a lien
on the property served which may be collected by action in assumpsit,
by distress of personal property on the premises or by a lien filed
in the nature of a municipal lien as and to the extent provided by
law. In addition, the City may require any water utility to shut off
the water supply to any property with respect to which the sewer rent
imposed hereby is unpaid until all such sewer rent, together with
interest and penalties as aforesaid, is paid.
[Amended 12-21-1995 by Ord. No. 12-1995]
A. Access. This City shall have the right of access at reasonable times
to any part of any improved property served by the sewer system as
shall be required for purposes of inspection, measurement, sampling
and testing and for performance of other functions relating to service
rendered by this City through the sewer system.
B. Additional rules and regulations. This City reserves the right to
amend, by motion or resolution, these rates, rules and regulations
or to adopt, by motion or resolution, additional rates, rules and
regulations from time to time as it shall deem necessary and proper
in connection with the use and operation of the sewer system or as
may be required to meet necessary costs and expenses.
C. Variance from rules. No officer or employee of the City is authorized
to vary these rules without action by the City.
D. Control of service. The City shall not be liable for a deficiency
or failure of service when occasioned by an emergency, required repairs,
or failure from any cause beyond control. The City reserves the right
to restrict the use of sewer service whenever the public welfare may
require it.
E. Vacating premises. When premises are vacated, the property owner
must give notice at the office of the City, and he will be responsible
for the sewage charges until such notice is given.
F. Notice of change of ownership. Each property owner must give the
City or its authorized representative written notice of any change
of ownership of any improved property.
G. Abatement from bills. An owner desiring an abatement from sewage
bills shall report same in writing or call in person at the office
of the City. All vacancies shall date from the day reported at the
office of the City. When vacancy is properly reported, an allowance
will be made for the period of vacancy, but not for a period of less
than 90 consecutive days.
[Amended 12-1-2004 by Ord. No. 16-2004]
Any person, firm or corporation who shall violate any provision
of this article, upon conviction thereof, shall be sentenced to pay
a fine of not more than $1,000 plus costs or to a term of imprisonment
not to exceed 90 days, or both. Each day that a violation of this
article continues shall constitute a separate offense.
It is declared that the enactment of this article is necessary
for the protection, benefit and preservation of the health, safety
and welfare of the inhabitants of this City.
The City does hereby agree and covenant to keep this article
or a subsequent similar ordinance requiring such connections in full
force and effect continuously during the time the City owns and operates
the sewer system and to enforce the same as may be permitted by law.
[Adopted 4-18-2012 by Ord. No. 5-2012]
Unless the context specifically indicates otherwise, the following
terms and phrases, as used in this article, have the meanings hereinafter
designated:
ACT or THE ACT
The Federal Water Pollution Control Act, also known as the
"Clean Water Act of 1977," as amended, 33 U.S.C. § 1251
et seq.
APPROVAL AUTHORITY
The administrator of the EPA, Region III, or the Department
of Environmental Protection (PADEP) if duly authorized by the EPA
to administer the pretreatment program.
BEST MANAGEMENT PRACTICES (BMPs)
Schedules of activities, prohibition of practices, maintenance procedures, and other management practices to implement the provisions of this article, including the prohibitions listed in §
410-16, and other pretreatment standards and requirements. BMPs also include treatment requirements, operating procedures, and practices to control plant site runoff, spillage or leaks, sludge or waste disposal, or drainage from raw materials storage. For purposes of determining significant noncompliance under §
410-55 of this article, BMPs are considered a narrative pretreatment standard or requirement.
BIOCHEMICAL OXYGEN DEMAND (BOD)
The quantity of oxygen utilized in the biochemical oxidation
of organic matter under standard laboratory procedure, as specified,
in five days at 20° C., expressed in terms of weight and concentration
[milligrams per liter (mg/l)].
CHEMICAL OXYGEN DEMAND (COD)
The measure of the oxygen-consuming capacity of inorganic
and organic matter present in water, sewage, industrial wastewater,
or other liquid as determined by standard laboratory procedure, as
specified, expressed as milligrams per liter (mg/l).
COOLING WATER
The water discharged from any system of condensation, such
as air conditioning, cooling or refrigeration and which does not contain
any pollutants or contaminants at levels which would require regulation
under this article. Cooling water which contains pollutants or contaminants
which requires regulation shall be considered industrial wastewater.
DIRECT DISCHARGE
The discharge of treated or untreated wastewater directly
to the waters of the Commonwealth of Pennsylvania.
DOMESTIC SEWAGE
The normal waterborne sewage and other wastes normally discharged
by a household, including toilet wastes, laundry, wash water and other
gray water, and similar wastes.
ENVIRONMENTAL PROTECTION AGENCY or EPA
The U.S. Environmental Protection Agency or, where appropriate,
the term may also be used as a designation for the administrator or
other duly authorized official of said agency.
EXECUTIVE DIRECTOR
The person designated as such by the WVSA to supervise the
operation of WVSA facilities, or his or her duly authorized representative.
GRAB SAMPLE
A sample which is taken from a waste stream on a one-time
basis with no regard to flow and over a period of time not exceeding
15 minutes.
HOLDING TANK
A storage tank installed by the user to hold such industrial
wastewater which is prohibited from being discharged to the sanitary
sewer system and from which the contents must be hauled to a disposal
site. Such tank shall be approved by the municipality and shall not
be connected to the sanitary sewer system.
INDUSTRIAL WASTEWATER
Liquid waste and waterborne liquid, gaseous and solid substances
(except domestic sewage which is separately discharged) that is discharged
from any industrial, manufacturing, trade or commercial establishment,
including nonprofit organizations, governmental agencies or business
activities. If domestic sewage is mixed with industrial wastewater,
the mixture is industrial wastewater.
INTERFERENCE
The inhibition or disruption of the WVSA treatment process
or operations such as to cause or threaten to cause or contribute
to a violation of any requirement of the WVSA's NPDES permit,
including an increase in the magnitude or duration of any violation.
The term includes prevention of sewage sludge use or disposal by the
WVSA in accordance with Section 405 of the Act, or any criteria, guidelines,
or regulations developed pursuant to the Solid Waste Disposal Act
(including the RCRA), the Clean Air Act, the Toxic Substances Control
Act, or any more stringent state criteria for the use or disposal
of sewage sludge.
LOCAL LIMITS
Indirect discharge limits, which may include best management
practices, established by the WVSA as required by 40 CFR 403.5(c)
(which such limits shall be deemed "pretreatment standards"), and
any other limits developed by WVSA to implement the provisions of
this article or the WVSA Rules and Regulations.
NATIONAL CATEGORICAL PRETREATMENT STANDARD
EPA-promulgated indirect discharge standards for certain
industrial process categories under Section 307(b) and (c) of the
Act, which are codified at 40 CFR Chapter I, Subchapter N, Parts 405
through 471.
NEW SOURCE
Any source, the construction of which is commenced after
publication of proposed pretreatment standards under Section 307(c)
of the Act which will be applicable to such source, if such standard
is thereafter promulgated, as defined at 40 CFR 403.3(m)(1).
NONDOMESTIC USER
A user engaged, wholly or in part, in the manufacturing,
fabricating, processing, cleaning, laundering, bottling or assembling
of a product, commodity or article, or in any commerce or trade, and
which discharges, or has the capacity to discharge, wastewater other
than domestic sewage.
NONSIGNIFICANT CATEGORICAL INDUSTRIAL USER
An industrial user subject to national categorical pretreatment
standards that is determined by the control authority to be a nonsignificant
industrial user on a finding that it never discharges more than 100
gallons per day of industrial waste subject to national categorical
pretreatment standards and that the following conditions are met:
A.
The industrial user, prior to the control authority's determination,
has consistently complied with all applicable categorical pretreatment
standards and requirements;
B.
The industrial user annually submits the following certification
statement, together with any additional information necessary to support
the certification statement:
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"Based on my inquiry of the person or persons directly responsible
for managing compliance with the Categorical Pretreatment Standards
under 40 CFR (insert applicable section), I certify that, to the best
of my knowledge and belief, during the period from ___________ to
__________ [month, day, year]: (a) The facility described as __________
[facility name] met the definition of a nonsignificant categorical
industrial user as described in § 403.3(v)(2); (b) the facility
complied with all applicable pretreatment standards and requirements
during this reporting period; and (c) the facility never discharged
more than 100 gallons of total categorical wastewater on any given
day during this reporting period. This compliance certification is
based upon the following information: __________"
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C.
The industrial user never discharges any untreated concentrated
wastewater.
OIL AND GREASE
The result of the Hexane Extractible Materials Test, EPA
Method 1664, or an equivalent method approved by the EPA.
PASS-THROUGH
A discharge which exits the WVSA treatment plant into the
receiving stream in quantities or concentrations which, alone or in
conjunction with a discharge or discharges from other sources, causes
or contributes or threatens to cause or contribute to a violation
of any requirement of the WVSA's NPDES permit, including an increase
in the magnitude or duration of a violation.
PERSON
Any individual, partnership, copartnership, firm, company,
corporation, association, joint-stock company, trust, estate, governmental
entity or any other legal entity, or their legal representatives,
agents or assigns.
pH
The logarithm (base 10) of the reciprocal of the concentration
of hydrogen ions.
POLLUTION
The alteration of the thermal, chemical, physical, biological
or radiological integrity of, or the contamination of, any water to
the extent that the water is rendered harmful, detrimental or injurious
to humans, animal life, vegetation or property, or to public health,
safety or welfare, or that impairs the usefulness of the public enjoyment
of that water. The violation of any water quality standard or criterion
established by the PADEP through regulation, rule, permit or order
shall be pollution.
PRETREATMENT or TREATMENT
The reduction by physical, chemical or biological means of
the amount or rate of pollutants, the elimination of pollutants, or
the alteration of the nature of pollutant properties in wastewater
to a less harmful state prior to discharge, except by means prohibited
by 40 CFR 403.6(d).
PRETREATMENT REQUIREMENT
Any substantive or procedural requirement related to pretreatment,
other than a pretreatment standard, which is imposed on an industrial
user.
PRETREATMENT STANDARDS
National categorical pretreatment standards and national
prohibited standards as stated at 40 CFR Part 403.5, and local limits
developed to implement the national prohibited standards.
PROHIBITED WASTE
Any waste which is totally restricted from discharge into
the sanitary sewer system by this article.
SANITARY SEWER SYSTEM or SEWER SYSTEM
All of the property involved in the operation of a sanitary
sewer collection and treatment facility, including but not limited
to land, wastewater lines, appurtenances, pumping stations, metering
chambers, and the wastewater treatment plant, whether owned by the
municipality, the WVSA, or any other person.
SIGNIFICANT INDUSTRIAL USER
Any user, not classified as a nonsignificant industrial user
by the WVSA:
A.
That is subject to national categorical pretreatment standards;
B.
That discharges an average flow of 25,000 gallons or more per
day of process wastewater (excluding sanitary, noncontact cooling
and boiler blowdown wastewater);
C.
That contributes a process waste stream which makes up 5% or
more of the average dry weather hydraulic or organic capacity of the
WVSA's treatment plant; or
D.
That is designated as such by the WVSA on the basis that the
user has a reasonable potential for adversely affecting the WVSA's
operation or for violating any pretreatment standard or requirement.
SLUG DISCHARGE
Any discharge of a nonroutine episodic nature, including
but not limited to an accidental spill or a noncustomary batch discharge
which has reasonable potential to cause interference or pass-through
or in any other way violate the provisions of this article, any industrial
wastewater discharge permit, or any provision of the WVSA Rules and
Regulations.
STANDARD INDUSTRIAL CLASSIFICATION (SIC)
A classification pursuant to the Standard Industrial Classification
Manual issued by the Executive Office of the President, Office of
Management and Budget, 1972.
STATE
The Commonwealth of Pennsylvania.
STORMWATER
Any flow occurring during or following any form of natural
precipitation and resulting therefrom.
SURCHARGE
An additional service charge levied against any person for
discharging wastewater into the sanitary sewer system that requires
additional handling, treatment, disposal or other costs.
SUSPENDED SOLIDS
The total suspended matter that floats on the surface of
or is suspended in water, and which is removable by filtration.
THE WYOMING VALLEY SANITARY AUTHORITY or WVSA
A municipal corporation organized and existing under the
laws of the Commonwealth of Pennsylvania, under the Municipal Authorities
Act of 1945, as amended, with which the municipality has a service
agreement providing for the collection and treatment of wastewater
flowing from the sanitary sewer system of the municipality. The principal
place of business of the WVSA is located at 1000 Wilkes-Barre Street,
Wilkes-Barre, Pennsylvania 18711.
USER
Any person who contributes, causes or permits the contribution
of wastewater into the WVSA.
WASTE or WASTEWATER
Domestic sewage, industrial wastewater, and any other wastes
or water-borne matter discharged, deposited or released by any person.
WVSA FACILITIES
All facilities owned, maintained or operated by the WVSA,
including the treatment plant, interceptor sewers, pumping stations,
and other such facilities.
Upon the promulgation of national categorical pretreatment standards
for a particular industrial category or subcategory, the national
standards, if more stringent than limitations imposed under this article
for sources in that subcategory, shall immediately supersede the limitations
imposed under this article. The Executive Director shall notify all
affected users of the applicable reporting requirements under 40 CFR
403.12. However, failure to notify a categorical user of the applicable
regulations shall not act to excuse any such user from its duty to
comply with applicable law.
No user shall contribute or cause to be contributed any discharge
which by nature shall cause an upset in the performance of the WVSA's
treatment system or pass-through or interference such that the WVSA
will violate or will be in danger of violating any provision of its
NPDES permit or applicable state or federal regulations.
State requirements and limitations on wastewater indirect discharge
shall apply in any case where they are more stringent than federal
and/or local requirements and limitations or those in this article.
The municipality reserves the right to establish more stringent limitations or requirements on discharges to the sewer system if deemed necessary to comply with the objectives presented in §
410-14 of this article.
No user shall ever increase the use of process water or in any way attempt to dilute a discharge as a partial or complete substitute for adequate treatment to achieve compliance with the limitations contained in the national categorical pretreatment standards, or in any pollutant-specific limitations developed by the WVSA or the commonwealth. Provided, however, that dilution may be an acceptable means of complying with certain of the prohibitions set forth in §
410-16, e.g., the pH and temperature prohibitions, if such dilution is authorized by an industrial wastewater discharge permit.
No user shall discharge any stormwater, including but not limited
to basement or foundation drainage, or any uncontaminated cooling
water into the sanitary sewer system, provided that such discharges
are allowable into those portions of the sewer system (if any) that
are designated combined sewers by the municipality. When, upon application
to do so, the direct discharge of uncontaminated cooling water has
been prohibited by the PADEP, the municipality and WVSA may permit
such a discharge into the sanitary sewer system upon application by
the user to do so.
The purpose of this section is to provide for the recovery of
costs from users of the WVSA's facilities for the implementation
of the discharge control program established herein. In consideration
of the service provided by WVSA and as provided in the service agreement,
WVSA is hereby authorized to collect from users within the municipality
all such charges or fees as shall be set forth in the WVSA's
Schedule of Charges and Fees.
Within three months of the promulgation of a national categorical pretreatment standard, the industrial wastewater discharge permit of users subject to such standards shall be revised to require compliance with such standards within the time frame prescribed by such standard. Where a user subject to a newly promulgated national categorical pretreatment standard had not previously submitted an application for an industrial wastewater discharge permit as required by §
410-29, the user shall apply for an industrial wastewater discharge permit within 180 days after the promulgation of the applicable national categorical pretreatment standard. In addition, the user with an existing industrial wastewater discharge permit shall submit to the Executive Director, within 180 days after the promulgation of an applicable national categorical pretreatment standard, the information required by §
410-31B(9) and
(10).
Class II and IV users that discharge or have the potential to discharge significant quantities of oil and grease or sediment, as determined by the WVSA, shall install and properly operate and maintain a grease trap or sediment trap (or both, when necessary) satisfactory to the WVSA as required by its rules and regulations. Proper operation and maintenance of grease and sediment traps includes, but is not limited to, removal of accumulated grease or sediment on a routine basis and maintenance of documentation of such activity pursuant to §
410-40. Failure to timely install or to properly operate or maintain a grease or sediment trap required by this article shall be a violation of this article and may result in the rescission or suspension of the right to discharge wastewater to the sewer system, whether or not a permit has been issued by the WVSA.
Users required or choosing to install grease traps or sediment
traps shall apply to the WVSA for a list of standard construction
design criteria as prepared by and available through the WVSA's
Engineering Department in accordance with current pretreatment design
requirements. Users may deviate from standard construction design
criteria only with permission of the Executive Director.
The municipality and the WVSA may inspect the facilities of
any nondomestic user to ascertain whether the purpose of this article
is being met and all requirements are being complied with. Persons
or occupants of premises where wastewater other than domestic sewage
is created or discharged shall allow representatives of the municipality
and WVSA ready access at all reasonable times to all parts of the
premises for the purposes of inspection, sampling, records examination
and/or copying, or in the performance of any of their duties. The
municipality, WVSA, PADEP and/or the EPA shall have the right to set
up on the nondomestic user's property such devices as are necessary
to conduct sampling, inspection, compliance monitoring and/or metering
operations. Where a user has security measures in force which would
require proper identification and clearance before entry into its
premises, the user shall make necessary arrangements with its security
personnel so that, upon presentation of suitable identification, representatives
of the municipality, WVSA, PADEP and/or the EPA will be permitted
to enter, without delay, for the purposes of performing their specific
responsibilities.
The volume of flow used in computing loadings or surcharges
shall be based on the total water consumption data as obtained from
the permittee or the records of the local water utility. If a user
has a substantial portion of the metered water that does not reach
the sanitary sewer system, the user may, at its own expense and with
approval from the Executive Director, install a separate flow-metering
device to measure the actual discharge into the sanitary system. If
the actual flow to the sanitary system is measured, the equipment
used for the measurement of the flow must be maintained in proper
working order at all times. A separate written record of calibration
and maintenance must be kept for the flow-metering device and made
readily available for inspection by the WVSA.
The WVSA may conduct periodic monitoring of the following types:
A. Scheduled or unscheduled sampling and inspections of the user's
facilities and records shall be conducted at all Class I users at
least once each year.
B. Additional sampling or inspections may be conducted whenever the
WVSA determines a need to investigate the discharges of a user.
C. Demand sampling and inspections may be performed in response to a complaint or an unusual or emergency situation, such as when the WVSA determines a change in the normal discharge characteristics of the user's wastewater flow, if a violation was detected during sampling or self-monitoring under §
410-39, if problems that may be attributable to the user's discharge occur in the sewer system or WVSA facilities, or if a complaint or report of noncompliance is received by the municipality or WVSA.
D. If the WVSA performs routine compliance sampling of a user in lieu of the self-monitoring provisions of §
410-39, the WVSA shall be subject to the repeat sampling requirement of §
410-39B in the case that a violation of any pretreatment standard or requirement is detected.
E. All discharge sampling and analyses conducted by WVSA shall be in accordance with the sampling and analysis requirements for user self-monitoring in §
410-40.
In the case of a nondomestic user that, for reasons of emergency
maintenance, equipment failure, or other similar unforeseen event
beyond the user's reasonable control, must discharge prohibited,
high strength, or other wastewater of unusual strength, character
or volume, the user may apply to the Executive Director for an emergency
discharge permit. The Executive Director may issue such a permit,
on terms and conditions as he deems appropriate, upon his review of
the information provided and in his sole discretion. No discharge
of the unusual wastewater may be made until and unless an emergency
discharge permit has been issued. An emergency discharge permit shall
not be issued for longer than 30 days and may be renewed only after
a new application has been made.
Whenever the WVSA finds that any nondomestic user has violated
or is violating this article, the rules and regulations of the WVSA,
its industrial wastewater discharge permit, or any prohibition, limitation
or requirements contained herein, the WVSA may serve upon such person
a written notice of violation stating the nature of the violation.
Within 30 days of the date of the notice or within such other reasonable
time as the Executive Director shall state, a plan for the satisfactory
correction thereof shall be submitted to the WVSA by the user.
Any user subject to an enforcement action or issuance or denial
of an industrial wastewater discharge permit under this article may
file an appeal with the WVSA within 15 days of receipt of the notice
of the enforcement action or permit issuance, revision or denial.
Said appeal shall be conducted by the WVSA as provided in the Local
Agency Law, 2 Pa.C.S.A. § 551 et seq.
The municipality and the WVSA shall cooperate in all matters
as they pertain to this article. Neither the municipality nor the
WVSA shall act in any manner so as to compromise in any way the ability
of the other party to administer this article.