[Adopted 1-21-1982 by L.L. No. 1-1982]
Unless the context specifically indicates otherwise,
the meanings of terms used in this Article shall be as follows. "Shall"
is mandatory, "may" is permissive.
The duly appointed administrative body of the Village of
Fort Plain or its authorized deputy or representative.
American Society for Testing and Materials.
The quantity of oxygen utilized in the biochemical oxidation
of organic matter under standard laboratory procedure in five days
at 20° C., expressed in parts per million by weight.
Any person, persons or corporation who undertakes to construct,
either under contract or for resale, any habitable building.
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 feet outside the inner face of the building wall.
The extension from the building drain to the public sewer
or other place of disposal.
A sewer designed to receive both runoff and sewage.
[Added 3-18-1982 by L.L. No. 2-1982]
An impairment in the quality of the waters of the state by
waste to a degree which creates a hazard to the public health through
poisoning or through the spread of disease.
Any person, firm or corporation approved by the Village Board
to do work in the village.
Any person, persons or corporation who undertake to construct
simultaneously more than one housing unit on a given tract or land
subdivision.
The professional engineer retained for the Village of Fort
Plain.
Solid wastes from the preparation, cooking and dispensing
of food and from the handling, storage and sale of produce.
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.
The liquid wastes from industrial processes as distinct from
sewage.
Any outlet into a watercourse, pond, ditch, lake or other
body of surface or ground water.
The New York State Department of Environmental Conservation
or other duly authorized official of said Department.
New York State Department of Transportation.
Any individual, firm, company, association, society, person
or group having title to real property.
Any individual, firm, company, association, society, corporation
or group.
The logarithm of the reciprocal of the concentration of hydrogen
ions in grams-ionic weights per liter of solution.
Man-made or man-induced alteration of the chemical, physical,
biological or radiological integrity of water.
That portion of the municipal system which is designed to
provide treatment (including recycling and reclamation) wastes received
by the municipal system.
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.
The wastes from the preparation, cooking and dispensing of
food that has been shredded to such degree that all particles will
be carried freely under the flow conditions normally prevailing in
public sewers with no particle greater than 1/2 inch in any dimension.
The curbline if the building sewer is to connect with the
public sewer in a public street. "Property line" shall mean the edge
of a sewer right-of-way in those instances where the building sewer
connects to the public sewer in a right-of-way.
A treatment works as defined by Section 212 of the Act (33
U.S.C. § 1292). This 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.
A sewer in which all owners of abutting properties have equal
rights and is controlled by public authority.
A sewer which carries sewage and to which storm-, surface
and ground waters are not intentionally admitted.
A combination of the water-carried wastes from residences,
business buildings, institutions and industrial establishments, together
with such ground-, surface and storm water as may be present.
A pipe or conduit for carrying sewage.
Any user who:
Has a discharge flow of 25,000 gallons or more
per average work day;
Has a flow greater than 5% of the flow in the
municipality's wastewater system;
Has in his wastes toxic pollutants as defined
pursuant to Section 307 of the Act;
Has been identified as one of the 21 industrial
categories pursuant to Section 307 of the Act; or
Is found by the county to have significant impact,
either singly or in combination with other contributing industries,
on the treatment or collection system.
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.
A pipe or conduit which carries storm- and surface waters
and drainage but excludes sewage and industrial wastes.
The Superintendent of Public Works of the Village of Fort
Plain or his authorized deputy, agent or representative.
Solids that either float on the surface of or are in suspension
in water, sewage or other liquids and which are removable by laboratory
filtering.
The United States Environmental Protection Agency or, where
appropriate, a designation for the administrator or other duly authorized
official of said agency.
The Village of Fort Plain, County of Montgomery, State of
New York.
A channel in which a flow of water occurs either continuously
or intermittently.
The purposes of these rules and regulations
are specifically stated as follows:
A.
To prohibit excessive volume and/or inordinate rates
of flow of sewage and wastes into the village system and all sewers
tributary thereto.
B.
To prohibit the contribution of sewage, industrial
wastes or other wastes of a flammable nature or which create in any
way a poisonous or hazardous environment for sewerage maintenance
and operation personnel.
C.
To prohibit the contribution of sewage, industrial
wastes or other wastes which may impair the hydraulic capacity, operation
of the intercepting sewers, force mains, pumping stations sewage regulators
and other structures and appurtenances of the village system and sewers
tributary thereto.
D.
To prohibit the contribution of sewage, industrial
wastes or other wastes which may create operating difficulties at
the water pollution control plant as it now exists or may be constructed,
modified or improved in the future.
E.
To prohibit and/or regulate the contribution of sewage,
industrial wastes or other wastes which require for treatment at the
plant greater expenditures than are required for equal volumes of
normal sewage.
F.
To require the pretreatment or flow control, before
introduction into the village sewerage system or sewers tributary
thereto, of such wastes as may impair the strength and/or durability
of the structures appurtenant to the system or may interfere with
the normal treatment processes or may impair the designated uses of
the classified receiving waters.
G.
To provide cooperation with the County Department
of Health and any other agencies which have requirements or jurisdiction
for the protection of the physical, chemical and bacteriological quality
of watercourses within or bounding the village.
H.
To protect the public health and to prevent nuisances.
A.
It shall be unlawful for any person to place, deposit
or permit to be deposited in any unsanitary manner upon public or
private property within the village or in any area under the jurisdiction
of said village any human or animal excrement, garbage or other objectionable
waste. Exceptions may be granted by the administrative body to an
owner or lessee acting in the normal course of farm or garden operations
but only after specific application by such owner or lessee and upon
such conditions as the administrative body may impose.
B.
It shall be unlawful to discharge to any watercourse
either directly or through any storm sewer within the village or in
any area under the jurisdiction of the village any sewage, industrial
wastes or other polluted waters. Use of separate storm sewers and
sanitary sewers is mandatory for all future construction in the village.
No combined sewers will be allowed to be constructed in the future.
C.
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 sewage.
The owner of any house, building or property
used for human occupancy, employment, recreation or other purpose,
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 sewer, is hereby required, at his 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 Article within 90 days after the date of official notice to do
so, provided that said public sewer is located within 100 feet of
the property line.
A.
Where a public sanitary sewer is not available under the provisions of § 144-4, the building sewer shall be connected to a private sewage disposal system complying with the requirements of the New York State Department of Health, or NYSDOH, dealing with septic tank installations.
B.
At such time as a public sewer becomes available to a property served by a private sewage disposal system as provided in § 144-4, a direct connection shall be made to the public sewer in compliance with this Article, and any septic tanks, cesspools and similar private sewage disposal facilities shall be abandoned and filled with suitable material.
C.
No statement contained in this Article shall be construed
to interfere with any additional requirements that may be imposed
by the authorized representative of the New York State Department
of Health.
No person shall uncover, make any connections
with or opening into, use, alter or disturb any public sewer or appurtenances
thereof without first obtaining a written permit from the appropriate
local governing body or the village.
B.
In the case of residential and commercial services,
the owner or his agent shall make application on a special form furnished
by the appropriate local governing body. The permit application shall
be supplemented by any plans, specifications or other information
considered pertinent in the judgment of the local governing body.
Permit, tap-in and inspection fees for residential and commercial
services shall be established by local laws and shall be collected
by the Village Clerk at the time the application is filed.
C.
In the case of establishments which produce industrial
wastes, the owner or his agent shall make application on a special
form furnished by the village. The permit application shall be supplemented
by any plans, specifications or other information considered pertinent
in the judgment of the engineer. The administrative body shall approve
or disapprove the application prior to action by the local governing
body. If the application is approved, the local governing body shall
establish a permit, tap-in and inspection fee for each commercial,
industrial or other nonresidential building as compared to the demands
of a single residential structure.
In the case of a significant industrial user
and all other establishments producing industrial waste, the permit
system above mentioned shall be administered as follows:
A.
The maximum period of discharge under a permit is
three years. At the end of the three-year period, the permit holder
must make application with the Village Clerk for renewal, extension
and/or modification of the permit.
B.
The terms and conditions under which a permit is granted
is subject to modification by the Village Board. No modification of
the permit's terms and conditions may be made without written notification
to the permit holder. The terms and conditions of any modification
should be sent by certified mail by the Village Clerk to the permit
holder at least 30 days prior to the meeting of the Village Board.
C.
A permit shall not be reassigned, transferred or sold
to a new owner, new user, new or changed operation or to different
premises.
D.
A holder of an industrial permit shall apply for a
permit modification if the industrial production or process is changed
so that the characteristics of the wastewater or flow is altered.
E.
The permit application shall require information concerning
volume, constituents and characteristics of the wastewater, flow rate,
each product produced by type, amount and rate of production and a
description of the activities, facilities and plant processes on the
premises, including all materials processed and types of material
which are or can be discharged.
F.
The conditions of a wastewater discharge permit shall
be uniformly enforced and shall be expressly subject to all provisions
of this Article and all other regulations, user charges and fees established
by the county and applicable state and federal regulations.
G.
The permits shall contain specifications for applicable
monitoring programs which may include sampling locations, frequency
of sampling, number, types and standards per test and reporting schedule.
A separate and independent building sewer shall
be provided for every building, except that 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, court, yard or driveway, the building sewer from the front
building may be extended to the rear building and the whole considered
as one building sewer. Where building sewers are to serve multiple
dwelling structures, there shall be provided at least one separate
building sewer for each group of four living units.
Existing 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 of this Article.
A.
The building sewer shall be tar-coated, extra-heavy
cast-iron soil pipe conforming to ASTM Specification A74 and American
Standards Association (ASA) Specification A-40.; or asbestos-cement
house connection pipe conforming to ASTM Specification C-428, Type
II, minimum class 2400. Joints shall be tight and waterproof. Any
part of the building sewer that is located within 10 feet of a water
service pipe shall be constructed of cast-iron soil pipe with leaded
joints. Cast-iron pipe with leaded joints may be required where the
building sewer is exposed to damage by tree roots. If installed in
filled or unstable ground, the building sewer shall be of cast-iron
soil pipe, except that nonmetallic material may be accepted if laid
on a suitable concrete bed or cradle as approved by the local governing
body. Building sewer pipe shall have a maximum length of five feet
between joints.
B.
The size and slope of the building sewer shall be
subject to the approval of the local governing body, but in no event
shall the diameter be less than four inches nor shall the slope of
the pipe be less than one-eighth (1/8) inch per foot.
C.
Whenever possible, the building sewer shall be brought
to the building at an elevation below the basement floor. No building
sewer shall be laid parallel to and within three feet of any bearing
wall which might thereby be weakened. The depth shall be sufficient
to afford protection from frost, but in no event shall be less than
three feet. The building sewer shall be laid at uniform grade and
in straight alignment insofar as possible. Changes in direction shall
be made only with properly curved pipe and fittings. The ends of building
sewers which are not connected to the building drain of the structure
for any reason shall be sealed against infiltration by a suitable
stopper, plug or other approved means.
D.
In all buildings in which any building drain is too
low to permit gravity flow to the public sewer, sewage or industrial
wastes carried by such drain shall be lifted by approved mechanical
means and discharged to the building sewer.
E.
All excavations required for the installation of a
building sewer shall be open trench work unless otherwise approved
by the local governing body. Pipelaying and backfill shall be performed
in accordance with Sections 3 through 6 of ASTM Specification C12,
except that no backfill shall be placed until the work has been inspected
and except that trench width measured at the top of the installed
pipe shall not exceed 24 inches.
A.
All joints and connections shall be made gastight
and watertight. Cement joints may be permitted subject to approval
of the engineer.
B.
Cast-iron pipe joints shall be firmly packed with
oakum or hemp and filled with molten lead not less than one inch deep.
Lead shall be run in one pouring and caulked tight. No paint, varnish
or other coatings shall be permitted on the jointing material until
after the joint has been tested and approved. The transition joint
between cast-iron pipe and other pipe material shall be made with
special adapters and joint materials approved by the local governing
body.
C.
Premolded gasket joints for hub and plain and cast-iron
pipe may be used if approved by the local governing body and shall
be a neoprene compression-type gasket which provides a positive double
seal in the assembled joint. The gasket shall be a premolded, one-piece
unit designed for joining the cast-iron hub and plain-end soil pipe
and fittings. The assembled joint shall be sealed by compression of
the gasket between the exterior surface of the spigot and the interior
surface of the hub. The joint shall be assembled following the manufacturer's
recommendations using acceptable lubricant and special pipe-coupling
tools designed for that purpose. The plain spigot end shall be forced
into the hub end of the pipe for the full depth of the hub itself.
Lubricant shall be a bland, flax-base, nontoxic material and shall
not chemically attack the gasket material.
D.
Asbestos-cement pipe joints shall follow the manufacturer's
recommendations using properly designed couplings and rubber gaskets
pursuant to the published information relating thereto.
The connection of the building sewer into an existing public sewer shall be made at the property line. Except as provided under §§ 144-17B and C, if the portion of the building sewer located in the street or right-of-way has not previously been provided, such will be constructed from the existing public sewer to the property line by the local governing body upon submittal of a proper request by the property owner and upon deposit of the estimated cost thereof. All costs and expense incident to the installation and connection of the entire length of building sewer shall be borne by the owner. The owner shall indemnify the local governing body from any loss or damage that may directly or indirectly be occasioned by the installation of the building sewer. The method of connection of the building sewer to the public sewer (at the property line) will be dependent upon the type of pipe material used and in all cases shall be approved by the local governing body.
A.
The applicant for the building sewer permit shall
notify the local governing body when the building sewer is ready for
inspection and connection to the public sewer. The connection shall
be made under the supervision of the duly authorized representative
of the local governing body.
B.
When trenches are opened for the laying of building
sewer pipes, such trenches shall be inspected before the trenches
are filled, and the person performing such work shall notify the local
governing body when the installation of the building sewer is completed.
The filling of a trench before inspection is made will subject the
person to whom a permit is issued to a penalty to be established by
the Village Board.
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.
When any building sewer is to serve a school, hospital or similar institution or public building or is to serve a complex of industrial or commercial buildings or which, in the opinion of the administrative body, will receive sewage or industrial wastes of such volume or character that frequent maintenance of said building sewer is anticipated, then such building sewer shall be connected to the public sewer through a manhole. The administrative body shall determine if and where this type of connection to the public sewer is required. Connections to existing manholes shall be made as directed by the Superintendent. If required, a new manhole shall be installed in the public sewer pursuant to § 144-18K and the building sewer connection made thereto as directed by the Superintendent.
A.
All extensions to the sanitary sewer system owned
and maintained by the village or a local governing body shall be properly
designed in accordance with and in strict conformance with all requirements
of the New York State Department of Environmental Conservation. Plans
and specifications for sewer extensions shall be submitted to and
approval obtained from the local governing body and the New York State
Department of Environmental Conservation before construction may proceed.
The design of sewers must anticipate and allow for flows from all
possible future extensions or developments within the immediate drainage
area.
B.
Sewer extensions, including individual building sewers from the public sewer to the property line, may be constructed by the local governing body under public contract if, in the opinion of the local Village Board, the number of properties to be served by such extension warrants its cost. Under this arrangement, the property owner shall pay for and install the building sewer from the property line to his residence or place of business in accordance with the requirements of §§ 144-11 through 144-16. Property owners may propose sewer extensions within incorporated villages by drafting a written petition, signed by a majority of the benefiting property owners, and filing it with the appropriate board. The cost of such extensions may be assessed to the benefited property owners in any manner determined by the local Board.
C.
If the local governing body does not elect to construct a sewer extension under public contract, the property owner, builder or developer may construct the necessary sewer extension, if such extension is approved by the local Board in accordance with the requirements of Subsection A. He or they must pay for the entire installation, including all expenses incidental thereto. Each building sewer must be installed and inspected as previously required, and the inspection fees shall be paid. Design of sewers shall be as specified in § 144-18. The installation of the sewer extension must be subject to periodic inspection by the local governing body, and the expenses for this inspection shall be paid for by the owner, builder or developer. The local Board's decisions shall be final in matters of quality and methods of construction. The sewer, as constructed, must pass the exfiltration test required in § 144-19 before it is to be used. The cost of sewer extension thus made shall be absorbed by the developers or the property owners, including all building sewers.
Sewer design shall be in accordance with the
following provisions.
A.
Pipe material shall be either asbestos-cement conforming
to ASTM specification C-428, Type II; extra-strength vitrified clay
conforming to ASTM Specification C-200; or reinforced concrete conforming
to ASTM Specification C-76. No standard strength clay pipe or nonreinforced
concrete pipe shall be used.
B.
Minimum internal pipe diameter shall be eight inches.
C.
Joints for each kind of pipe shall be designed and manufactured such that O-ring gaskets of the snap-on type are employed. Gaskets shall be continuous, solid, natural or synthetic rubber and shall provide a positive compression seal in the assembled joint such that the requirements of § 144-19 are met.
D.
Joint preparation and assembly shall be in accordance
with the manufacturer's recommendations.
E.
Wye branch fittings shall be installed for connection to building sewers in accordance with § 144-8.
F.
Trench widths as measured just above the crown of
the pipe shall not exceed the following:
|
Pipe Diameter
(inches)
|
Trench Width
| |
|---|---|---|
|
8
|
3 feet, 3 inches
| |
|
10
|
3 feet, 6 inches
| |
|
12
|
3 feet, 9 inches
| |
|
14
|
4 feet, 0 inches
|
G.
If the trench widths are found during field inspection
to exceed the limits in the above table, the sewer pipe shall be encased
with a minimum of six inches of concrete.
H.
Pipe shall be firmly and evenly bedded on a minimum
of three inches of No. 1A or No. 1 crushed stone (NYSDPW specification).
J.
Utilizing the above information, design shall then
be made as outlined in Chapter IX of the Water Pollution Control Federation
Manual of Practice No. 9, Design and Construction of Sanitary and
Storm Sewers.
K.
Manholes shall be constructed at all changes in slope
or alignment or at intervals not exceeding 400 linear feet. The manholes
shall be constructed with a poured 3,000 pounds per square inch concrete
base 12 inches thick, steel-troweled concrete or mortar bench walls
and inverts and precast four-foot diameter concrete manhole barrel
sections with concentric tapered top section, as specified by ASTM
C-478. The manhole frame and cover shall be the standard design of
the local governing body and shall be set with no less than two courses
of brick underneath to allow for later adjustment in elevation. All
joints shall be sealed against infiltration. No manholes shall be
constructed with steps or ladder rungs.
A.
All sewers shall satisfy requirements of a final exfiltration
test before they will be approved and sewage flow accepted from them
by the local governing body. This test consists of filling the pipe
with water to provide a head of at least five feet above the top of
the pipe or five feet above groundwater, whichever is higher, at the
highest point of the pipeline under test and then measuring the loss
of water from the line by the amount which must be added to maintain
the original level. In this test, the line must remain filled with
water for at least 24 hours prior to the taking of measurements. Exfiltration
shall be measured by the drop of water level in a standpipe with closed
bottom end or in one of the sewer manholes available for convenient
measuring.
B.
When a standpipe and plug arrangement is used in the
upper manhole of a line under test, there must be some positive method
of releasing entrapped air in the sewer prior to taking measurements.
The test length intervals for either type of test shall be as ordered
or approved but in no event shall they exceed 1,000 feet. In the case
of sewers laid on steep grades, the length of line to be tested by
exfiltration at any one time may be limited by the maximum allowable
internal pressure on the pipe and joints at the lower end of the line.
The test period wherein the measurements are taken shall not be less
than two hours in either type of test.
C.
The total leakage of any section tested shall not
exceed the rate of 100 gallons per mile of pipe per 24 hours per inch
of nominal pipe diameter. For purposes of determining the maximum
allowable leakage, manholes shall be considered as sections of forty-eight-inch
diameter pipe, five feet long. The equivalent leakage allowance shall
be 4.5 gallons per manhole per 24 hours for forty-eight-inch diameter
manholes. If leakage exceeds the specified amount, the necessary repairs
or replacements required shall be made to permanently reduce the leakage
to within the specified limit, and the tests shall be repeated until
the leakage requirement is met.
All sewer extensions constructed at the property
owner's, builder's or developer's expense after final approval and
acceptance by the local Board shall become the property of and shall
thereafter be maintained by the local governing body. Said sewers,
after their acceptance by the local governing body, shall be guaranteed
against defects in materials or workmanship for 18 months. The guaranty
shall be in a form provided for by the local governing body. At the
sole discretion of the local Board, a completion bond or certificate
check may be demanded as part of the guaranty.
No builder or developer shall be issued a building
permit for a new dwelling or structure requiring sanitary facilities
unless a suitable and approved method of waste disposal is proposed.
All new developments shall be provided with an approved system of
sanitary sewers.
A.
No person shall discharge or cause to be discharged
any stormwater, surface water, groundwater, roof runoff, subsurface
drainage, cooling water or unpolluted industrial process waters to
any sanitary sewer.
B.
Stormwater and all other unpolluted drainage shall
be discharged to such sewers as are specifically designated as storm
sewers or to a watercourse approved by the village. Industrial cooling
water or unpolluted process waters may be discharged upon approval
of the local governing body to a storm sewer or natural outlet. Any
industrial cooling water discharge is also subject to application
for an SPDES permit, and any such discharge is subject to New York
State and federal regulations.
C.
Except as hereinafter provided, no person shall discharge
or cause to be discharged any of the following described waters or
wastes to any public sewer:
(1)
Any liquid or vapor having a temperature higher than
150° F. (65° C.) or in such quantities that the temperature
at the treatment works influent exceeds 104° F. (40° C.).
(2)
Any waters or wastes which contain grease or oil or
other substance that will solidify or become discernibly viscous at
temperatures between 32° F. and 150° F.).
(3)
Any waters or wastes containing fats, wax, grease
or oils, whether emulsified or not, exceeding an average of 50 parts
per million (417 pounds per million gallons) ether soluble matter.
(4)
Any liquid, solid or gases 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 explosions or be injurious
in any other way to the POTW or to the operation of the POTW. At no
time shall two successive readings on an explosion hazard meter at
the point of discharge into the system (or at any point in the system)
be more than 5% nor any single reading over 10% of the lower explosive
limit (LEL) of the meter. Prohibited materials include, but are not
limited to, gasoline, kerosene, naphtha, benzene, toluene, xylene,
ethers, ketones, aldehydes, peroxides, chlorates, perchlorates, bromates,
carbides, hydrides and sulfides and any other substances which the
county, the state or USEPA has notified the user is a fire hazard
or a hazard to the system.
(5)
Any noxious or malodorous gas such as hydrogen sulfide,
sulfur dioxide or nitrous oxide or other substance which either singly
or by interaction with other wastes is capable of creating a public
nuisance or hazard to life or of preventing entry into sewers for
their maintenance and repair.
(6)
Any garbage that has not been properly shredded. The
installation and operation of any garbage grinder equipped with a
motor of 3/4 horsepower or greater shall be subject to the review
and approval of the local governing body. Garbage grinders shall not
be used for disposal of:
(7)
Any ashes, cinder, sand, mud, straw, shavings, metal,
glass, rags, feathers, tar, plastic, cardboard, wood, paunch manure,
hair and fleshings, entrails, lime slurry, lime residues, cannery
waste, bulk solids or any other solid or viscous substance capable
of causing obstruction to the flow of the sewers or other interference
with the proper operation of the sewage works.
(8)
Any waters or wastes, acid and alkaline in reaction,
having corrosive properties capable of causing damage or hazard to
structures, equipment and personnel of the sewage works. Free acids
and alkalies must be neutralized at all times within a permissible
pH range of 6.0 to 9.5.
(9)
Any cyanides in excess of two parts per million by
weight as CN.
(10)
Any radioactive wastes or isotopes of such half-life
or concentrations that may exceed limits established by applicable
local, state or federal regulations.
(11)
Any waters or wastes that for a duration of
15 minutes have a concentration greater than five times that of normal
sewage as measured by suspended solids and BOD and/or which is discharged
continuously at a rate exceeding 1,000 gallons per minute except by
special permit. Normal sewage shall be construed to fall within the
following ranges:
|
Constituents
|
Permissible Range
(parts per million)
| |
|---|---|---|
|
Suspended solids
|
180 to 350
| |
|
BOD
|
140 to 300
| |
|
Chlorine requirements
|
5 to 15
|
(12)
Any stormwater, roof drains, spring water, cistern
or tank overflow, footing drain, discharge from any vehicle wash rack
or water motor or the contents of any privy vault, septic tank or
cesspool or the discharge or effluent from any air-conditioning machine
or refrigeration unit.
(13)
Any waters or wastes containing a toxic or poisonous
substance, a high chlorine demand or suspended solids 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 or the effluent of the village sewage treatment
plant. Such toxic substances shall be limited to the average concentrations
listed hereinafter in the sewage as it arrives at the treatment plant
or as set in a Categorical Pretreatment Standard, and at no time shall
the hourly concentration at the sewage treatment plant exceed three
times the average concentration. If concentrations listed are exceeded,
individual establishments will be subject to control by the engineer
in volume and concentration of wastes discharged.
|
Effluent Concentration Limits
(mg/l)
| |||
|---|---|---|---|
|
Parameter
|
30-Day Average
|
24-Hour Average
| |
|
Cadmium
|
0.4
|
0.8
| |
|
Hex chromium
|
0.2
|
0.4
| |
|
Total chromium
|
4.0
|
8.0
| |
|
Copper
|
0.8
|
1.6
| |
|
Lead
|
0.2
|
0.4
| |
|
Mercury
|
0.2
|
0.4
| |
|
Nickel
|
4.0
|
8.0
| |
|
Zinc
|
1.2
|
2.4
| |
|
Arsenic
|
0.2
|
0.4
| |
|
Available chlorine
|
50.0
|
50.0
| |
|
Cyanide-free
|
0.4
|
0.8
| |
|
Cyanide-complex
|
1.6
|
3.2
| |
|
Selenium
|
0.2
|
0.4
| |
|
Sulfide
|
6.0
|
12.0
| |
|
Barium
|
4.0
|
8.0
| |
|
Manganese
|
4.0
|
8.0
| |
|
Gold
|
0.2
|
0.4
| |
|
Silver
|
0.2
|
0.4
| |
|
Fluorides
| |||
|
To fresh water
|
4.0*
|
8.0*
| |
|
To saline water
|
36.0
|
72.0
| |
|
Phenol
|
4.0
|
8.0
| |
|
*NOTE: May be multiplied by a factor of 1.5
if the municipal water supply is not fluoridated.
|
(14)
Any discoloration such as but not limited to
dyes, inks and vegetable tanning solutions or any other conditions
in the quality of treatment works effluents in such a manner that
receiving quality requirements established by law cannot be met.
(15)
Any water or wastes containing phenols or other
waste-producing substances in such concentrations exceeding the limits
which may be established by the engineer as necessary, after treatment
of the composite sewage, to meet the requirements of the state, federal
or other public agencies of jurisdiction for such discharge to the
receiving waters.
(16)
Any substance which may cause the POTW's effluent
or any other product of the POTW such as residues, sludge or scums
to be unsuitable for reclamation and reuse or to interfere with the
reclamation process where the POTW is pursuing a reuse and reclamation
program. In no case shall a substance discharged to the POTW cause
the POTW to be in noncompliance with sludge use or disposal criteria,
guidelines or regulations developed under Section 405 of the Act,
any criteria, guidelines or regulations affecting sludge use or disposal
development pursuant to the Solid Waste Disposal Act, the Clean Air
Act, the Toxic Substance Control Act or state criteria applicable
to the sludge management method being used.
A.
Grease, oil and sand interceptors shall be provided
when the above-set limits for those substances are exceeded or when,
in the opinion of the engineer, they are necessary for the proper
handling of liquid wastes containing grease in excessive amounts or
any flammable wastes, sand and other harmful ingredients, except that
such interceptors shall not be required for private living quarters
or dwelling units. All interceptors shall be of a type and capacity
approved by the engineer and shall be located as to be readily and
easily accessible for cleaning and inspection.
B.
Grease and oil interceptors shall be constructed of
impervious materials capable of withstanding abrupt and extreme changes
in temperatures. They shall be of substantial construction, watertight
and equipped with easily removable covers which, when bolted in place,
shall be gastight and watertight.
Where installed, all grease, oil and sand interceptors
shall be maintained by the owner, at his expense, in continuously
efficient operation at all times and shall be readily accessible and
open to inspection by the Superintendent of Public Works at any time.
A.
The admission into the public sewers of any waters or wastes having a five-day biochemical oxygen demand greater than 300 parts per million, containing more than 350 parts per million of suspended solids, containing more than 20 parts per million of chlorine requirement, containing any quantity of substances having the characteristics described in § 144-22C or having an average daily flow greater than 2% of the average daily sewage flow of the village shall be subject to the review and approval of the engineer.
B.
Where necessary, in the opinion of the engineer, the
owner shall provide, at his expense, such preliminary treatment as
may be necessary to:
(1)
Reduce the biochemical oxygen demand to 300 parts
per million and the suspended solids to 350 parts per million by weight;
(2)
Reduce the chlorine requirements to 20 parts per million;
(3)
Reduce objectionable characteristics or constituents to within the maximum limits provided for in § 144-22C; or
(4)
Control the quantities and rates of discharge of such
waters or wastes.
C.
Plans, specifications and any other pertinent information
relating to proposed preliminary treatment facilities shall be submitted
for the approval of the engineer and of the Health Department of the
State of New York, and no construction of such facilities shall be
commenced until said approvals are obtained in writing. Failure to
comply with one or more of the remedial procedures as required by
the engineer will constitute a violation of this Article.
Where preliminary treatment or flow equalizing
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 engineer or classified
as a significant industrial user, the owner of any property served
by a building sewer carrying industrial wastes shall install a suitable
control manhole in the building sewer to facilitate observation, sampling
and measurement of the wastes. Such manhole, when required, shall
be accessibly and safely located and shall be constructed in accordance
with plans approved by the engineer. 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.
All measurements, tests and analyses of the characteristics of waters and wastes to which reference is made in §§ 144-22C and 144-25 shall be determined in accordance with Standard Methods for the Examination of Water and Sewage upon suitable samples taken at a control manhole provided for in § 144-27. 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.
No statement contained in this Article shall
be construed as preventing any special agreement or arrangement between
the village and any industrial concern whereby an industrial waste
of unusual strength or character may be accepted by the industrial
concern. Acceptance of such wastes shall not cause the POTW to violate
its SPDES permit or the receiving water quality standards or any pretreatment
regulation promulgated by USEPA or NYSDEC in accordance with Section
307 of PL 95-217.
All of the preceding standards are to apply
at the point where the industrial wastes are discharged into the public
sanitary sewerage system and any chemical or mechanical corrective
treatment required must be accomplished to practical completion before
the wastes reach that point. The laboratory methods used in the examination
of all industrial wastes shall be those set forth in the latest edition
of Standard Methods for the Examination of Water and Sewage, published
by the American Public Health Association. However, alternate methods
for the analysis of industrial wastes may be used subject to mutual
agreement between the village and the producer of such wastes. The
frequency and duration of the sampling of any industrial waste shall
not be less than once every three months for a twenty-four-hour period.
However, more frequent and longer periods may be required at the discretion
of the village.
Detailed plans showing facilities and operating
procedures to provide protection from accidental discharge of prohibited
materials or other wastes from significant contributing industries
must be submitted to the village for review and shall be acceptable
to the village before construction of the facilities.
A.
An industrial user shall notify the village immediately
upon accidentally discharging wastes in violation of this Article.
This notification shall be followed within 15 days of the date of
occurrence by a detailed written statement describing the causes of
the accidental discharge and the measures being taken to prevent future
occurrence. Such notification will not relieve users of liability
for any expense, loss or damage to the sewer system, treatment plant
or treatment process or for any fines imposed on the village under
applicable state and federal regulations.
B.
A notice shall be furnished and permanently posted
on the industrial user's bulletin board advising employees whom to
call in case of an accidental discharge in violation of this Article.
Also, copies of this Article are to be made available to user's employees.
Any direct or indirect connection or entry point
for persistent or deleterious wastes to the user's plumbing or drainage
system should be eliminated. Where such action is impractical or unreasonable,
the user shall approximately label such entry points to warn against
discharge of such wastes in violation of this Article.
When pretreatment regulations are adopted by
USEPA or NYSDEC for any industry, then that industry must immediately
conform to the USEPA or NYSDEC timetable for adherence to federal
or state pretreatment requirements and any other applicable requirements
promulgated by USEPA or NYSDEC in accordance with Section 307 of PL
95-217. Additionally, such industries shall comply with any more stringent
standards necessitated by local conditions as determined by the village.
[Amended 4-30-1996 by L.L. No. 1-1996]
The village reserves the right to establish by local law more stringent limitations or requirements on discharges to the wastewater disposal system if deemed necessary to comply with the objective presented in § 144-2A 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 Federal Categorical Pretreatment
Standards or in any other pollutant specific limitation developed
by the village or state unless authorized by state or federal regulations.
[Amended 4-30-1996 by L.L. No. 1-1996]
No person shall maliciously, willfully or negligently
break, damage, destroy, uncover, deface or tamper with any structure,
appurtenance or equipment which is a part of any sewerage work. Any
person violating this provision shall be subject to immediate arrest
in accordance with the Penal Law of the State of New York.
A contractor must present a certificate of insurance
showing suitable liability insurance before a permit will be issued
for construction of building sewers, sewer extensions or private sewage
disposal.
Persons or occupants of premises where wastewater
is produced or discharged shall allow the USEPA, NYSDEC or their representative
ready access at all times to all parts of the premises for the purpose
of inspection or sampling or in the performance of any of their duties.
The village shall have the right to set up on the user's property
such devices as are necessary to conduct sampling or metering operations.
The village may at reasonable times have access to and copy any records,
inspect any monitoring equipment or method required by the village's
wastewater discharge requirements and sample any effluents which the
owner or operator of such source is required to sample. Where a user
has security measures in force, the user shall make necessary arrangements
with their security guards so that, upon presentation of suitable
identification, personnel from the village will be permitted to enter
without delay.
A.
Any person found to be violating any provision of this Article except § 144-37 shall be served by the village or local governing body with written notice stating the nature of the violation and providing a reasonable time limit for the satisfactory correction thereof. The offender shall, within the period of time stated in such notice, permanently cease all violations.
B.
Any person, individual, firm, corporation or partnership
who fails to comply with the provisions of this Article, other than
those provisions pertaining to the payment of charges for services
established herein, shall be subject to fine not exceeding $250 or
imprisonment for not more than 15 days, or by both such fine and imprisonment
for each offense. The continued violation of any provision of any
section of this Article other than those pertaining to the payment
of charges for services established herein shall constitute a separate
offense for each and every day such violation of any provision hereof
shall continue.
[Amended 4-30-1996 by L.L. No. 1-1996]
As an alternative, upon violation of this Article,
the proper authorities of the village or local governing body, in
addition to other remedies, may institute any appropriate action or
proceedings, including an injunction to prevent such unlawful use,
construction or maintenance of cesspools, septic tanks, sewage disposal
systems, pipes or drains, to restrain, correct or abate such violation
to prevent the occupancy of any building, structure or land where
said violation of this Article is found.
Any person violating any of the provisions of
this Article shall become liable to the village or local governing
body for any expense, loss or damage occasioned the village or local
governing body by reason of such violation.
[Amended 4-30-1996 by L.L. No. 1-1996]
Any person who knowingly makes any false statements, representation, record, report, plan or other documentation filed with the municipality or who falsifies, tampers with or knowingly renders inaccurate any monitoring device or method required under this Article shall be punished by the penalties as set forth in § 144-40B.
The village is also authorized to issue an order
to cease and desist and direct those persons not complying with such
prohibitions, limits, requirements or provisions of this Article or
the wastewater discharge permit to:
The village may revoke any wastewater discharge
permit or terminate or cause to be terminated wastewater service to
any premises if a violation of any provision of this Article is found
to exist or if a discharge of wastewater causes or threatens to cause
a condition of contamination or pollution as defined in this Article.
A.
Each and every plumber, contractor or excavator or
other person, firm or corporation other than the property owner himself
will be required to have a license issued by the Village Clerk before
he will be permitted to do any work insofar as this Article is concerned.
B.
As part of the application for license to do work
in the village, the applicant will present a license bond written
by an indemnity or bonding company lawfully doing business in the
State of New York on a form provided by the local Board.
C.
If, in the opinion of the local Board, the work performed
by the contractor violates the provisions of this Article or any other
local law of the local governing body or if the contractor's work
is, in the opinion of the local Board, substandard, then in that event
the local Board may revoke the license for the contractor to do work.
