CHAPTER
46
SEWER
USE
ARTICLE
I
GENERAL
PROVISIONS
§ 46.1 Title
This
Chapter shall be known and may be cited as the "Sewer Use Law of the
Village of Mineola, New York".
§ 46.2 Definitions
Unless the
context specifically indicates otherwise, the meaning of terms used in this
Chapter shall be as follows:
1. "Biochemical oxygen demand"
("BOD") shall mean the quantity
of oxygen utilized in the biochemical oxidation of organic matter under
standard laboratory procedure in five (5) days at 20° C., expressed in milligrams per liter.
2. "Building drain" shall mean that
part of the lowest horizontal piping of a drainage system which receives the
discharge from soil, waste, and other drainage pipes inside the walls of the
building and conveys it to the building sewer, beginning five (5) feet (1.5
meters) outside the inner face of the building wall.
3. "Building sewer" shall mean the
extension from the building drain to the public sewer or other place of
disposal, also called house connection.
4. "Combined sewer" shall mean a sewer
intended to receive both wastewater and storm or surface water.
5. "Easement" shall mean an acquired
legal right for the specific use of land owned by others.
6. "Floatable oil" is oil, fat, or
grease in a physical state such that it will separate by gravity from
wastewater by treatment in an approved pretreatment facility. A wastewater
shall be considered free of floatable fat if it is properly pretreated and the
wastewater does not interfere with the collection system.
7. "Garbage" shall mean the animal and
vegetable waste resulting from the handling, preparation, cooking, and serving
of foods.
§ 46.2 MUNICIPAL CODE
8. "Industrial user" shall mean any
industrial or commercial establishment with a classification as designated in
the "Standard Industrial Classification Manual", 1972 edition, as
published by the Executive Office of the President and who utilizes the
services of the Village's sewer system.
9. "Industrial wastes" shall mean the
wastewater from industrial processes, trade, or business as distinct from
domestic or sanitary wastes.
10. "May" is permissive. (See
"shall", Par. 23.)
11. "Natural outlet" shall mean any
outlet, including storm sewers and combined sewer overflows, into a
watercourse, pond, ditch, lake, or other body of surface or groundwater.
12. "New York State Department of
Environmental Conservation" or "NYSDEC" shall mean the NYS
Department of Environmental Conservation or other duly authorized official of
said Department.
13. "Person" shall mean any individual,
firm, company, association, society, corporation, or group.
14. "pH" shall mean the logarithm of the
reciprocal of the hydrogen‑ion concentration. The concentration is the
weight of hydrogen ions, in grams, per liter of solution. Neutral water, for
example, has a pH value of 7 and a hydrogen‑ion concentration of 10‑7.
15. "Pretreatment" shall mean the
reduction of the amount of pollutant properties in wastewater to a less harmful
state prior to or in lieu of discharging or otherwise introducing such
pollutants into a POTW. The reduction or alteration can be obtained by
physical, chemical or biological processes, process changes or by other means,
except as prohibited by 40 CFR 403.6 General Pretreatment Regulations for
Existing and New Sources of Pollution.
16. "Properly shredded garbage" shall
mean the wastes from the preparation, cooking and dispensing of food that have
been shredded to such a degree that all particles will be carried freely under the
flow conditions normally prevailing in public sewers, with no particle greater
than ½ inch (1.27 centimeters) in any dimension.
17. "Public sewer" shall mean a common
sewer controlled by a governmental agency or public utility.
SEWER
USE § 46.2
18. "Publicly owned treatment works
(POTW)" shall mean a treatment works as defined by Section 212 of the Act
(33 USC 1292). Includes any sewers that convey wastewater to the POTW but does
not include pipes, sewers or other conveyances not connected to a facility
providing treatment.
19. "POTW Treatment plant" shall mean
that portion of the municipal system which is designed to provide treatment
(including recycling and reclamation) wastes received by the municipal system.
20. "Sanitary sewer" shall mean a sewer
that carries liquid and water‑carried
wastes from residences, commercial buildings, industrial plants, and
institutions together with minor quantities
of ground, storm, and surface waters that are not admitted
intentionally.
21. "Sewage" is the spent water of a
community. The preferred term is "wastewater", Par. 30.
22. "Sewer" shall mean a pipe or conduit
that carries wastewater or drainage water.
23. "Shall" is mandatory.
(See"may", Par.10.)
24. "Slug" shall mean any discharge of
water or wastewater which in concentration of any given constituent or in
quantity of flow exceeds for any period of duration longer than fifteen (15)
minutes more than five (5) times the average twenty‑four (24) hour
concentration or flows during normal operation and shall adversely affect the
collection system and/or performance of the wastewater treatment works.
25. "SPDES" shall denote the State
Pollution Discharge Elimination System established by Article 17 of the
Environmental Conservation Law of the State of New York for issuance of permits
authorizing discharges to the waters of the State.
26. "Storm drain" (sometimes termed
"storm sewer") shall mean a drain or sewer for conveying water,
groundwater, subsurface water, or unpolluted water from any source.
27. "Superintendent" shall mean the
Superintendent of Public Works or the designated Enforcement Officer or his or
her authorized deputy, agent, or representative.
§ 46.2 MUNICIPAL CODE
28. "Suspended solids" shall mean total
suspended matter that
either floats on the surface of, or is in
suspension in, water, wastewater, or other liquids, and that is removable by
laboratory filtering as prescribed in "Standard Methods for the
Examination of Water and Wastewater" and referred to as nonfilterable
residue.
29. "Unpolluted water" is water of
quality equal to or better than the effluent criteria in effect or water that
would not cause violation of receiving water quality standards and would not be
benefited by discharge to the sanitary sewers and wastewater treatment
facilities provided.
30. "Wastewater" shall mean the spent
water of a community. From the standpoint of source, it may be a combination of
the liquid and water‑carried wastes from residences, commercial
buildings, industrial plants, and institutions, together with any groundwater,
surface water, and stormwater that may be present.
31. "Watercourse" shall mean a natural or
artificial channel for the passage of water either continuously or
intermittently.
SEWER USE § 46.24
ARTICLE
II
USE OF PUBLIC
SEWERS REQUIRED
§ 46.21 Unsanitary
disposal of wastes prohibited
It shall
be unlawful for any person to place, deposit, or permit to be deposited in any
unsanitary manner on public or private property within the Village of Mineola,
or in any area under the jurisdiction of the Village, any human or animal
excrement, garbage, or objectionable waste.
§ 46.22 Discharge
of untreated sewage prohibited
It shall
be unlawful to discharge to any natural outlet within the Village, or in any
area under the jurisdiction of said Village, any wastewater or other polluted
waters, except where suitable treatment has been provided in accordance with
subsequent provisions of this Chapter.
§ 46.23 Use
of privies, septic tanks and other facilities restricted
Except as
hereinafter provided, it shall be unlawful to construct or maintain any privy,
privy vault, septic tank, cesspool, or other facility intended or used for the
disposal of wastewater.
§ 46.24 Connection
to available public sewer required
The owner
of all houses, buildings or properties used for human occupancy, employment,
recreation or other purposes, situated within the Village and abutting on any
street, alley, or right- of‑way in which there is now located or may in
the future be located a public sanitary or combined sewer of the Village, is
hereby required at the owner's expense to install suitable toilet facilities
therein, and to connect such facilities directly with the proper public sewer
in accordance with the provisions of this Chapter within ninety (90) days after
date of official notice to do so, provided that said public sewer is within one
hundred (100) feet (30.5 meters) of the property line.
§ 46.31 MUNICIPAL
CODE
ARTICLE
III
PRIVATE
WASTEWATER DISPOSAL
§ 46.31 Private
wastewater disposal
Where a
public sanitary or combined sewer is not available under the provisions of §
46.24, the building sewer shall be connected to a private wastewater disposal
system complying with the provisions of this Article.
§ 46.32 Permit
required; fees
Before
commencement of construction of a private wastewater disposal system, the owner
shall first obtain a written permit signed by the Superintendent. The
application for such permit shall be made on a form furnished by the Village,
which the applicant shall supplement by any plans, specifications and other
information as are deemed necessary by the Superintendent. A permit and
inspection fee established by Resolution of the Board of Trustees for a
residential or commercial building sewer permit and for an industrial building
sewer permit respectively shall be paid to the Village Clerk at the time the
application is filed.
§ 46.33 Inspection
A permit
for a private wastewater disposal system shall not become effective until the
installation is completed to the satisfaction of the Superintendent. The
Superintendent shall be allowed to inspect the work at any stage of
construction and, in any event the applicant for the permit shall notify the
Superintendent when the work is ready for final inspection, and before any
underground portions are covered. The inspection shall be made within forty‑eight
(48) hours of the receipt of notice by the Superintendent.
§ 46.34 Compliance
with other departmental or agency requirements
The type,
capacities, location and layout of a private wastewater disposal system shall
comply with all recommendations of the Department of Health of the State of New
York. No permit shall be issued for any private wastewater disposal system
employing sub‑surface soil absorption facilities where the area of the
lot is less than 8,000 square feet. No septic tank or cesspool shall be
permitted to discharge to any natural outlet.
SEWER USE § 46.37
§ 46.35 Connection
with Public sewer when available
At such
time as a public sewer becomes available to a property served by a private
wastewater disposal system, as provided in § 46.34, a direct connection shall
be made to the public sewer within ninety (90) days in compliance with this
Chapter, and any septic tanks, cesspools and similar private wastewater
disposal facilities shall be cleaned of sludge and filled with suitable
material.
§ 46.36 Operation
at owner's expense
The owner
shall operate and maintain the private wastewater disposal facilities in a
sanitary manner at all times, at no expense to the Village.
§ 46.37 Health
officer may impose additional requirements
No statement
contained in this Article shall be construed to interfere with any additional
requirements that may be imposed by the
Health Officer.
§ 46.41 MUNICIPAL
CODE
ARTICLE
IV
BUILDING SEWERS
AND CONNECTIONS
§ 46.41 Permit
required to connect with public sewer
No
unauthorized person shall uncover, make any connections with or opening into,
use, alter, or disturb any public sewer or appurtenance thereof without first
obtaining a written permit from the Superintendent.
§ 46.42 Classes
of permits
There
shall be two (2) classes of building sewer permits.
1. For residential and commercial service.
2. For service to establishments producing
industrial wastes.*
In either
case, the owner or his or her agent shall make application on a special form furnished
by the Village. The permit application shall be supplemented by any plans,
specification, or other information considered pertinent in the judgment of the
Superintendent. A permit and inspection fee established by Resolution of the
Board of Trustees for a residential or commercial building sewer permit and for
an industrial building sewer permit respectively shall be paid to the Village
at the time the application is filed.
§ 46.43 Costs
to be borne by owner
All costs
and expenses incidental to the installation and connection of the building
sewer shall be borne by the owner. The owner shall indemnify the Village from
any loss or damage that may directly or indirectly be occasioned by the
installation of the building sewer.
§ 46.44 Separate
building sewers; exception
A separate
and independent building sewer shall be provided for every building; except
where one building stands at the rear of another on an interior lot and no
private sewer is available or can be constructed to the rear building through
an adjoining alley,
*See § 46.50 for special provisions.
SEWER USE § 46.49
court, yard, or driveway, the front building may
be extended to the rear building and the whole considered as one building
sewer, but the Village does not and will not assume any obligation or
responsibility for damage caused by or resulting from any such single
connection aforementioned.
§ 46.45 Old
building sewers, when permitted
Old building
sewers may be used in connection with new buildings only when they are found,
on examination and test by the Superintendent, to meet all requirements at this
Chapter.
§ 46.46 Construction
to conform to rules and regulations
The size,
slope, alignment, materials of construction of a building sewer, and the
methods to be used in excavating, placing of the pipe, jointing, testing, and
backfilling the trench, shall all conform to the requirements of the building
and plumbing code or other applicable rules and regulations of the Village. In
the absence of code provisions or in amplification thereof, the materials and
procedures set forth in appropriate specifications of the ASTM and WPCF Manual
of Practice No. 9 shall apply.
§ 46.47 Required
elevation of building sewer
Whenever
possible, the building sewer shall be brought to the building at an elevation
below the basement floor. In all buildings in which any building drain is too
low to permit gravity flow to the public sewer, sanitary sewage carried by such
building drain shall be lifted by an approved means and discharged to the
building sewer.
§ 46.48 Drainage
connections to sanitary sewers prohibited
No person
shall make connection of roof downspouts, foundation drains, areaway drains or
other sources of surface runoff or groundwater to a building sewer or building
drain which in turn is connected directly or indirectly to a public sanitary
sewer unless such connection is approved by the Superintendent for purposes of
disposal of polluted surface drainage.
§ 46.49 Standards
for connection to public sewer
A. Applicable rules and regulations.
§ 46.49 MUNICIPAL
CODE
The
connection of the building sewer into the public sewer shall conform to the
requirements of the building and plumbing code or other applicable rules and
regulations of the Village, or the procedures set forth in appropriate
specifications of the ASTM and the WPCF Manual of Practice No. 9. All such
connections shall be made gastight and watertight and verified by proper testing.
Any deviation from the prescribed procedures and materials must be approved by
the Superintendent before installation.
B. Superintendent to inspect connection.
The
applicant for the building sewer permit shall notify the Superintendent when the
building sewer is ready for inspection and connection to the public sewer. The
connection and testing shall be made under the supervision of the
Superintendent or his or her representative.
C. Guarding of excavations: restoration.
All
excavations for building sewer installation shall be adequately guarded with
barricades and lights so as to protect the public from hazard. Streets,
sidewalks, parkways, and other public property disturbed in the course of the
work shall be restored in a manner satisfactory to the Village.
§ 46.50 Industrial
users
A permit
issued pursuant to § 46.42(2) shall be subject to the following conditions:
A. Permit applications.
A permit
application for industrial users shall provide the following information:
1. Anticipated volume computed on a daily, weekly
and monthly basis; and if seasonal or
otherwise irregular, the anticipated peak periods.
2. Constituents.
3. Characteristics of wastewater.
4. Flow rates.
SEWER USE §
46.50
5. Each product produced by type.
6. Amount and rate of production: and
7. Description of activities, facilities and
plant process on the premises including all materials processed and types of
materials which are or could be discharged.
B. Terms and conditions.
1. Any permit issued under this Section shall
contain such limits and restrictions on volume, constituents, characteristics
of wastewater and flow rates as may be
determined by the Superintendent as reasonably necessary to equitably allocate
the capacity of the POTW and to safeguard the public health, safety and
welfare; and such other requirements as may be determined by the Superintendent
pursuant to Article V of this Chapter.
2. Permits shall contain specifications for
monitoring programs which may include sampling locations, frequency of
sampling, number, types and standards for tests and reporting schedules.
C. Modifications by Village.
1. The permit terms and conditions shall be
subject to modification and change by the Superintendent. Except in case of
emergency, the Superintendent shall notify the permit holder at least thirty
(30) days in advance in writing served either personally or by certified mail,
return receipt requested, at the permit holder's place of business within the
Village. Such notice shall specify the proposed changes or modifications, the
reasons therefor, and the proposed effective date; a statement that the permit
holder may submit in writing any objections, counter proposals or justification
for continuation of any or all other terms or conditions of the permit; and
also the right to request a hearing before the Superintendent, if demanded
within the 30 day period, and to be represented by counsel and to present proof
and rebut any evidence produced at the hearing.
2. Compliance with any final order of the
Superintendent under this Subdivision shall not be required sooner than 30 days
after service upon the permit holder, as above provided, except in case of
emergency.
D. Modifications at request of permit holder.
§ 46.50 MUNICIPAL
CODE
An
industrial user shall apply for a permit modification if production or process
is changed so that wastewater characteristics or flow is altered.
E. Assignment or transfer of permit.
A permit
issued pursuant to this Section shall not be assigned, transferred or sold to a
new owner, new user, different premises or a new or changed operation.
F. Maximum time period.
A permit
issued pursuant to this Section shall be for a period not to exceed four (4)
years; provided, however, that a permit may be extended for additional periods
not to exceed four (4) years each upon payment of the required fee and
submission of a new application as provided in Subdivision A of this Section.
Such application shall be submitted within six (6) months and not less than one
month prior to expiration of a permit.
G. Revocation of permit.
A permit
may be revoked by the Superintendent for any of the following conditions:
1. Any false information submitted in the permit
application.
2. Wilfully exceeding the limits and restrictions
as to volume, constituents, characteristics of wastewater and flow rates as
specified in the permit.
3. Wilfully failing to maintain monitoring
programs as required by the Superintendent.
4. Failure to take corrective action as specified
by the Superintendent within the time specified.
5. Failure to pay any charges, fees or sewer
rents within three (3) months after falling due.
H. Enforcement.
Conditions
of wastewater discharge permits shall be uniformly enforced by the Village in
accordance with this Chapter and applicable State and Federal regulations.
Permits shall be
SEWER USE § 46.53
expressly subject to all provisions of this
Chapter and all other regulations, user charges and fees established by the
Village and applicable State and Federal regulations.
ARTICLE
V
USE OF THE
PUBLIC SEWERS
§ 46.51 Discharge
of surface waters in sanitary sewer prohibited
No person
shall discharge or cause to be discharged any unpolluted waters such as
stormwater, groundwater, roof runoff, subsurface drainage, or cooling water to
any sewer, except stormwater runoff from limited areas, which stormwater may be
polluted at times, may be discharged to the sanitary sewer by permission of the
Superintendent.
§ 46.52 Discharge
of stormwater or unpolluted drainage*
Stormwater
other than that exempted under § 46.51, and all other unpolluted drainage shall
be discharged to such sewers as are specifically designated as combined sewers
or storm sewers or to a natural outlet approved by the Superintendent and other
regulatory agencies. Unpolluted industrial cooling water or process waters may
be discharged, on approval of the Superintendent, to a storm sewer, combined
sewer, or natural outlet.
§ 46.53 Prohibited
waters or wastes
No person
shall discharge or cause to be discharged any of the following described waters
or wastes to any public sewers:
1. Any gasoline, benzene, naphtha, fuel oil, or
other flammable or explosive liquid, solid, or gas which by reason of their
nature or quantity are, or may be, sufficient either alone or by interaction
with other substances to cause fire or explosion or be injurious in any other
way to the POTW or to the operation of the POTW.
2. Any waters containing toxic or poisonous
solids, liquids, or gases in sufficient quantity, either singly or by
interaction with
*A SPDES permit must be applied
for and is subject to Federal and State regulation.
§ 46.53 MUNICIPAL
CODE
other wastes, to injure or interfere with any
waste treatment process, constitute a hazard to humans or animals, create a
public nuisance, or create any hazard in the receiving waters of the wastewater
treatment plant.
3. Any waters or wastes having a pH lower than
5.5, or having any other corrosive property capable of causing damage or hazard
such as, but not limited to: ashes, bones, cinders, sand, mud, straw, shavings,
metal, glass, rags, leathers, tar, plastics, wood, unground garbage, whole
blood, paunch manure, hair and fleshings, entrails and paper dishes, cups, milk
containers, etc. either whole or ground by garbage grinders.
4. Any garbage that has not been properly
shredded (see § 46.2 (16)). Garbage grinders may be connected to sanitary
sewers from homes, hotels, institutions, restaurants, hospitals, catering
establishments, or similar places where garbage originates from the preparation
of food in kitchens for the purpose of consumption on the premises or when served by caterers.
§ 46.54 Restrictions
on discharge of certain wastes
A. Generally.
The
following described substances, materials, waters or waste shall be limited in
discharges to municipal systems to concentrations or quantities which will not
harm either the sewers, wastewater treatment process or equipment, will not
have an adverse effect on the receiving stream, or will not otherwise endanger
lives, limb, public property, or constitute a nuisance. The Superintendent may
set limitations lower than the limitations established in the regulations below
if in his or her opinion such more severe limitations are necessary to meet the
above objectives. In forming his or her opinion as to the acceptability, the
Superintendent will give consideration to such factors as the quantity of
subject waste in relation to flows and velocities in the sewers, materials of
construction of the sewers, the waste water treatment process employed,
capacity of the wastewater treatment plant, degree of treatability of the waste
in the wastewater treatment plant, and other pertinent factors. The limitations
or restrictions on materials or characteristics of waste or wastewaters
discharged to the sanitary sewer which shall not be violated without approval
of the Superintendent are as follows:
SEWER USE § 46.54
1. Wastewater having a temperature higher than 150° Fahrenheit (65° Celsius) or in such quantities that the temperature at the treatment works influent exceeds 104° Fahrenheit (40