A.
Unless otherwise stated in the section where the term is used in this Part 1, the meanings of terms used in this Part 1 shall be as stated below. When not inconsistent with the context, the present tense shall include the future, and words used in the plural shall include the singular and vice versa. Furthermore, a masculine pronoun shall include the feminine. The word "shall" is mandatory; "may" is permissive.
B.
ABNORMAL SEWAGE
ACT or THE ACT
ADMINISTRATOR
AMMONIA
APPLICANT
APPROVAL AUTHORITY
APPROVED LABORATORY PROCEDURE
ASTM (denoting "AMERICAN SOCIETY FOR TESTING AND MATERIALS")
AUTHORIZED REPRESENTATIVE OF THE INDUSTRIAL USER
(1)
(2)
(3)
BOD (denoting "biochemical oxygen demand")
BUILDER
BUILDING DRAIN
CHLORINE DEMAND
COD (denoting "chemical oxygen demand")
COLOR
COMPOSITE SAMPLE
CONNECTION CHARGE (CAPITAL RESERVE FEE)
CONTROL AUTHORITY
CONTROL MANHOLE
CONVENTIONAL POLLUTANT
COOLING WATER
COUNTY
DEVELOPER
DIRECT DISCHARGE
DOMESTIC WASTES
DRY SEWER
EASEMENT
END OF PIPE
END OF PIPE CONCENTRATION
END OF PROCESS CONCENTRATION
EPA, USEPA or UNITED STATES ENVIRONMENTAL PROTECTION AGENCY
FLOATABLE OIL
FLOW RATE
GARBAGE
GRAB SAMPLE
ICS FORM
INDIRECT DISCHARGE
INDUSTRIAL
INDUSTRIAL CHEMICAL SURVEY (ICS)
INDUSTRIAL USER
INDUSTRIAL WASTES
INFILTRATION
INFLOW
INTERFERENCE
(1)
(2)
(3)
(4)
(5)
LATERAL, BUILDING
LATERAL, STREET
NATIONAL CATEGORICAL PRETREATMENT STANDARD or CATEGORICAL STANDARD
NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES) PERMIT
NATIONAL PROHIBITIVE DISCHARGE STANDARD or PROHIBITIVE DISCHARGE
STANDARD
NATURAL OUTLET
NEW OWNER
NEW SOURCE
NEW USER
NORMAL SEWAGE
NUISANCE
OIL AND GREASE
OLD OWNER
OTHER WASTES
PASS-THROUGH
PERMIT
PERSON
pH
PHOSPHORUS, TOTAL
POLLUTANT
POLLUTION
POTW TREATMENT PLANT
PRETREATMENT REQUIREMENT
PRETREATMENT STANDARD or NATIONAL PRETREATMENT STANDARD
PRETREATMENT (TREATMENT)
PRIORITY POLLUTANTS
PROHIBITIVE DISCHARGE STANDARD
PROPERLY SHREDDED GARBAGE
PUBLICLY OWNED TREATMENT WORKS (POTW)
RECEIVING WATERS
ROOF DRAIN
SANITARY INSPECTOR
SCAVENGER WASTES
SEPTAGE
SEPTIC TANK
SERVICE AREA OF THE POTW
SEWAGE
SEWAGE, DOMESTIC (DOMESTIC WASTES)
SEWAGE, NORMAL
(1)
(a)
(b)
(c)
(d)
(e)
(f)
(g)
(h)
(2)
SEWAGE, SANITARY
SEWAGE TREATMENT PLANT (WATER POLLUTION CONTROL PLANT)
SEWER
SEWERAGE SURCHARGE
SEWERAGE SYSTEM (also "POTW")
SEWER, COMBINED
SEWER, PUBLIC
SEWER, SANITARY
SEWER, STORM (STORM DRAIN)
SIGNIFICANT INDUSTRIAL USER
SLUG
STANDARD INDUSTRIAL CLASSIFICATION (SIC)
STANDARD METHODS
STATE
STATE'S WATERS
STORMWATER
SUBSTANCE OF CONCERN
SUMP PUMP
SUPERINTENDENT
SUSPENDED SOLIDS
TOTAL KJELDAHL NITROGEN (TKN)
TOTAL PHOSPHORUS
VILLAGE
VILLAGE ENGINEER
TOXIC SUBSTANCE
(1)
(2)
USER
USER, EXISTING
USER, INDUSTRIAL
USER, NEW
USER, SIGNIFICANT INDUSTRIAL (SIU)
(1)
(a)
(b)
(c)
(d)
(e)
(2)
VOLUME CHARGE (USER CHARGE)
WASTEWATER
WASTEWATER DISCHARGE PERMIT
WASTEWATER OF UNUSUAL STRENGTH OR CHARACTER
WATERS OF THE STATE (STATE'S WATERS)
As
used in this Part 1, the following terms shall have the meanings indicated:
Sewage whose concentration of one or more characteristics
of normal sewage exceeds the maximum concentrations of these characteristics
of normal sewage. See "normal sewage."
The Federal Water Pollution Control Act, also known as the
"Clean Water Act," as amended, 33 U.S.C. § 1251 et seq.,
as may be amended.
The Regional Administrator of the United States Environmental
Protection Agency (USEPA), Region 2.
The result obtained, using an approved laboratory procedure,
to determine the quantity of ammonia in a sample, expressed as milligrams
of nitrogen per liter.
That person who makes application for any permit. The applicant
may be an owner, new or old, or his agent.
The USEPA or the New York State Department of Environmental
Conservation (NYSDEC), in the event that the NYSDEC is delegated approval
authority responsibility by the USEPA.
The procedures defined as "standard methods" in this article
or other procedures approved by the Superintendent for flow measurement
or determination of the concentration of pollutants or their surrogates
in waters, wastewaters and/or sludges.
The latest edition of any ASTM specification, when stipulated
in this Part 1.
May be:
A principal executive officer of at least the level of vice
president, if the industrial user is a corporation.
A general partner or proprietor, if the industrial user is a
partnership or proprietorship, respectively.
A duly authorized representative of the individual designated
above, if such representative is responsible for the overall operation
of the facilities from which the indirect discharge originates.
The result obtained when using an approved laboratory procedure
to determine the quantity of oxygen utilized in the aerobic biochemical
oxidation of organic matter or in a sample, expressed in milligrams
per liter.
Any person who undertakes to construct a building or any
part of a building, either under contract or for resale.
That part of the lowest horizontal piping of a building drainage
system which receives the discharge from soil, waste and other drainage
pipes inside the building walls and conveys it to the building lateral,
which begins five feet outside the inner face of the building wall.
The result obtained when using an approved laboratory procedure
to determine the difference between the amount of chlorine added to
a sample and the amount of chlorine remaining in the sample at the
end of a specified contact time at room temperature, expressed in
milligrams per liter.
The result obtained when using an approved laboratory procedure
to measure the oxygen requirement of that portion of matter in a sample
that is susceptible to oxidation by a specific chemical oxidant, expressed
in milligrams per liter.
The optical density at the visual wavelength of maximum absorption,
relative to distilled water. One-hundred-percent transmittance is
equivalent to zero optical density.
The sample resulting from the combination of individual samples
of wastewater taken at selected intervals for a specified time period.
The individual samples may have equal volumes, or the individual volumes
may be proportioned to the flow at the time of sampling.
The one-time application fee to offset Village expenses to
process an application for a connection of a building/street lateral
to the public sewer. The fee also covers plan review, permit issuance
and inspection costs. The fee may be scaled to the amount of work
involved or to the size of the public sewer involved.
Refers to the approval authority or to the Superintendent,
since there is an approved pretreatment program under the provisions
of 40 CFR 403.11.
A manhole accessible to the control authority in or upstream
of the street lateral, such that samples collected from the manhole
represent the discharge to the POTW.
A pollutant that the POTW treatment plant was designed to
treat, defined in accordance with the Act.
The water discharged from any system of condensation, air
conditioning, refrigeration or other sources. It shall contain no
polluting substances which would produce COD or suspended solids in
excess of five milligrams per liter or toxic substances as limited
elsewhere in this Part 1.
Orange County, New York.
Any person who subdivides land for the purpose of constructing,
or causing to be constructed, buildings for which wastewater disposal
facilities are required.
The discharge of treated or untreated wastewater directly
to the waters of the State of New York. (For reference, see "indirect
discharge.")
See "sewage, domestic."
The sanitary sewer installed in anticipation of future connection
to a POTW but which is not used, in the meantime, for transport of
sanitary sewage.
An acquired legal right for the specific use of land owned
by others.
For the purpose of determining compliance with limitations prescribed by § 95-48, the control manhole, provided that the samples collected from the control manhole are representative of the discharge to the POTW.
The concentration of a substance in a sample at end of pipe.
See "National Categorical Pretreatment Standard."
The agency of the federal government charged with the administration
and enforcement of federal environmental laws, rules and regulations,
and also may be used as a designation for the Administrator or other
duly authorized official of this agency.
Oil, grease or fat in a physical state such that it will
separate by gravity from wastewater by treatment in a wastewater treatment
facility.
The quantity of liquid or waste that flows in a certain period
of time.
The solid wastes from the preparation, cooking and dispensing
of food, from the handling, storage and sale of produce and from the
packaging and canning of food.
A single sample of wastewater representing the physical,
chemical and biological characteristics of the wastewater at one point
and time.
The form used by the NYSDEC to survey industries to perform
and update the industrial chemical survey.
The introduction of wastewater into a POTW for treatment
and ultimate discharge of the treated effluent to the state's waters.
(For reference, see "direct discharge.")
Meaning or pertaining to industry, manufacturing, commerce,
trade, business or institution, and is distinguished from domestic
or residential.
The survey of industries in New York State, initiated by
the NYSDEC, to determine chemical usage and storage by those industries.
See "user, industrial."
The liquid or liquid-carried solid, liquid and/or gaseous
wastes from industrial manufacturing processes, trade, service, utility
or business, as distinct from sanitary sewage.
Water, other than wastewater, that enters a sewer system
(excluding building drains) from the ground through such means as
defective pipes, pipe joints, connections or manholes. Infiltration
does not include, and is distinguished from, inflow. Infiltration
is inadvertent, that is, not purposely designed or built into the
sewer or drain.
Water, other than wastewater, that enters a sewer system
(including building drains) from sources such as, but not limited
to, roof leaders, cellar drains, area drains, drains from springs
and swampy areas, manhole covers, cross-connections between storm
sewers and sanitary sewers, catch basins, cooling towers, stormwaters,
foundation drains, swimming pools, surface runoff, street wash waters
or drainage. Inflow does not include, and is distinguished from, infiltration.
Inflow is purposely designed and/or built into the sewer or drain.
A discharge which, alone or in conjunction with discharges
by other sources, inhibits or disrupts the POTW, its treatment processes
or operations or its sludge processes, use or disposal and therefore
is a cause of a violation of any requirement of the POTW's NPDES permit
(including an increase in the magnitude or duration of a violation)
or of the prevention of sewage sludge use or disposal by the POTW
in accordance with the following statutory provisions and regulations
or permits issued thereunder (or more stringent state or local regulations):
Section 405 of the Clean Water Act.
Solid Waste Disposal Act (SWDA) [including Title II, more commonly
referred to as the "Resource Conservation and Recovery Act" (RCRA),
and including state regulations contained in any state sludge management
plan prepared pursuant to Subtitle D of the SWDA].
Clean Air Act.
Toxic Substance Control Act.
Marine Protection Research and Sanctuaries Act.
The sewer extension from the building drain to the street
lateral or other place of wastewater disposal.
The sewer extension from the public sewer to the property
line.
Any regulation containing pollutant discharge limits promulgated
by the EPA in accordance with Section 307(B) and (C) of the Act (22
U.S.C. § 1342) which applies to a specific category of industrial
users. These standards apply at the end of the categorical process
("end of process").
A permit issued pursuant to Section 402 of the Act (33 U.S.C. § 1347).
Any regulation developed under the authority of Section 307(B)
of the Act and 40 CFR 403.5.
Any outlet, including storm sewers and combined sewer overflows,
to the state's waters.
That individual or entity who or which purchased property
within the service area of the Village after the effective date of
this Part 1.
Any source, the construction of which is commenced after
the publication of a proposed regulation prescribing a Section 307(C)
(33 U.S.C. § 1317) categorical pretreatment standard which
will be applicable to such source, if such standard is thereafter
promulgated.
A discharger to the POTW who commences discharge after the
effective date of this Part 1.
See "sewage, normal."
The use or lack of use of the POTW in such a manner so as
to endanger life or health or give offense to the senses or obstruct
or otherwise interfere with the reasonable use or maintenance of the
POTW.
The result obtained when using an approved laboratory procedure
to determine the quantity of fats, wax, grease and oil in a sample,
expressed in milligrams per liter.
That individual or entity who or which owns or owned a property
within the service area of the POTW purchased prior to the effective
date of this Part 1 or inherited the property at any time and who
or which intends to sell the property or has sold the property to
a new owner, and also the agent of the old owner.
Garbage (shredded or unshredded), refuse, wood, eggshells,
coffee grounds, sawdust, shavings, bark, sand, lime, ashes and all
other discarded matter not normally present in sewage or industrial
wastes; also the discarded matter not normally present in sewage or
industrial waste.
The discharge that exits the POTW into waters of the state
in quantities or concentrations that, alone or in conjunction with
discharges from other sources, is a cause of a violation of any requirement
of the POTW's SPDES permit (including an increase in the magnitude
or duration of a violation).
A temporary, revocable written document allowing use of the
POTW for specified wastes over a limited period of time, containing
sampling locations and reporting frequencies and requiring other actions
as authorized by this Part 1.
Any individual, public or private corporation, political
subdivision, federal, state or local agency or entity, association,
trust, estate or any other legal entity whatsoever.
The logarithm (base 10) of the reciprocal of the weight of
hydrogen ions in gram moles per liter of solution. A pH value of 7.0,
the pH scale midpoint, represents neutrality. Values above 7.0 represent
alkaline conditions. Values below 7.0 represent acid conditions.
See "total phosphorus."
Any material placed into or onto the state's waters, lands
and/or air that interferes with the beneficial use of that water,
land and/or air by any living thing at any time.
The man-made or man-induced alteration of the chemical, physical,
biological and/or radiological integrity of the state's waters, lands
and/or air resulting from the introduction of a pollutant into these
media.
That portion of the POTW designed to provide treatment to
wastewater and to treat sludge and residuals derived from such treatment.
Any substantive or procedural requirement related to pretreatment,
other than a national pretreatment standard imposed on an industrial
user.
Any categorical standard or prohibitive discharge standard.
The reduction of the amount of pollutants, the elimination
of pollutants or the alteration of the nature 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 achieved by physical, chemical or biological
process, process changes or by other means, except as prohibited by
40 CFR 403.6(D).
The most recently revised or updated list, developed by the
EPA, in accordance with the Act.
See "national prohibitive discharge standard."
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 and with no particle having a dimension greater than
1/2 inch in any dimension.
A treatment works, as defined by Section 212 of the Act (33
U.S.C. § 1292), which is owned, in this instance, by the
Village for or on behalf of a sewer district or districts or by the
Village of Florida and utilized by the Village by agreement. This
definition includes any sewers and appurtenances that transport wastewater
to the POTW treatment plant but does not include pipes, sewers or
other conveyances not connected directly or indirectly to a facility
providing treatment.
A natural watercourse or body of water (usually waters of
the state) into which treated or untreated sewage is discharged.
A drain installed to receive water collecting on the surface
of a roof for disposal.
See "septage."
All liquids and solids in and removed from septic tanks,
holding tanks, cesspools or approved type of chemical toilets, including
but not limited to those serving private residences, commercial establishments,
institutions and industries, and also sludge from small sewage treatment
plants. Septage shall not have been contaminated with substances of
concern or priority pollutants.
A private domestic sewage treatment system consisting of
an underground tank (with suitable baffling) constructed in accordance
with any and/or all local and state requirements.
The legally defined bounds of real property from which wastewater
may be discharged into the POTW. The bounds shall be established,
altered, changed, modified, reduced, enlarged, combined or consolidated
by action of the Village Board.
A combination of the water-carried wastes from residences,
business buildings, institutions and industrial establishments and
such groundwater, surface water and stormwater as may be inadvertently
present. The admixture of sewage, as defined above, with industrial
wastes and other wastes shall also be considered sewage within the
meaning of this definition.
Liquid wastes from the noncommercial preparation, cooking
and handling of food; liquid wastes containing human excrement and
similar matter from the sanitary conveniences in dwellings, commercial
buildings, industrial buildings and institutions; or liquid wastes
from clothes washing and/or floor/wall washing. (See "sewage, sanitary.")
Sewage, industrial wastes or other wastes which show, by analysis,
the following characteristics:
Biochemical oxygen demand (five-day): 2,090 pounds per million
gallons (300 milligrams per liter) or less.
Suspended solids: 2,500 pounds per million gallons (350 milligrams
per liter) or less.
Phosphorus: 125 pounds per million gallons (15 milligrams per
liter) or less.
Ammonia: 250 pounds per million gallons (30 milligrams per liter)
or less.
Total Kjeldahl nitrogen: 417 pounds per million gallons (50
milligrams per liter) or less.
Chlorine demand: 209 pounds per million gallons (25 milligrams
per liter) or less.
Chemical oxygen demand: 2,920 pounds per million gallons (350
milligrams per liter) or less.
Oil and grease: 830 pounds per million gallons (100 milligrams
per liter) or less.
In spite of satisfying one or more of these characteristics,
if the sewage also contains substances of concern, it may not be considered
normal sewage.
Liquid wastes from the sanitary conveniences of dwellings
(including apartment houses and hotels), office buildings, factories
or institutions and free from stormwater, surface water and industrial
and other wastes. (See "domestic wastes.")
See "POTW treatment plant."
A pipe or conduit for carrying or transporting sewage.
The demand payment for the use of a public sewer and/or sewage
treatment plant for the handling of any sewage, industrial wastes
or other wastes accepted for admission thereto in which the characteristics
thereof exceed the maximum values of such characteristics in normal
sewage. (See "volume charge.")
All facilities for collecting, regulating, pumping and transporting
wastewater to and away from the POTW treatment plant.
A sewer designed to receive and transport both surface runoff
and sewage.
A sewer in which all abutting property owners have equal
rights and the use of which is controlled by the Village.
A sewer that carries sewage and to which stormwater, surface
water and groundwater are not intentionally admitted.
A sewer which carries stormwaters and surface waters and
drainage but excludes sewage and industrial wastewaters, other than
cooling waters and other unpolluted waters.
See "user, significant industrial."
A substantial deviation from normal rates of discharge or
constituent concentration (see "normal sewage") sufficient to cause
interference. In any event, a discharge which, in concentration of
any constituent or in quantity of flow, exceeds, for any period of
duration longer than 15 minutes, more than five times the average
twenty-four-hour concentration or flow during normal user operations
shall constitute a slug.
A classification pursuant to the Standard Industrial Classification
Manual issued by the Executive Office of the President, Office of
Management and Budget, 1972, and subsequent revisions.
Procedures contained in the latest edition of Standard Methods
for the Examination of Water and Wastewater, published by the American
Public Health Association; procedures established by the Administrator
pursuant to Section 304(G) of the Act and contained in 40 CFR 136,
and amendments thereto (if 40 CFR Part 136 does not include a sampling
or analytical technique for the pollutant in question, then procedures
set forth in the EPA publication Sampling and Analysis Procedures
for Screening of Industrial Effluents for Priority Pollutants, April
1977, and amendments thereto, shall be used); any other procedure
approved by the Administrator; or any other procedure approved by
the Superintendent, whichever is the most conservative.
The State of New York.
See "waters of the state."
Any flow occurring during or following any form of natural
precipitation, and also the flow resulting therefrom.
Those compounds which the New York State Department of Environmental
Conservation has determined may be harmful to man or the environment.
A mechanism used for removing water from a sump or wet well.
An individual appointed by the Village Board and who serves
at the Board's pleasure, and at a salary and on the terms and conditions
as determined by said Board, and who shall be in charge of the Village
Sewer Department but not necessarily have that job title.
The result obtained, using an approved laboratory procedure,
to determine the dry weight of solids in a sample that either float
on the surface of or are in suspension in or are settleable and can
be removed from the sample by filtration, expressed in milligrams
per liter.
The result obtained, using an approved laboratory procedure,
to determine the quantity of ammonia in a sample and released during
the acid digestion of organic nitrogen compounds, expressed as milligrams
of nitrogen per liter.
The result obtained, using an approved laboratory procedure,
to determine the total quantity of orthophosphate in a sample of wastewater
following the hydrolysis of phosphorus compounds, expressed as milligrams
of phosphorus per liter of sample.
The Village of Florida, Orange County, New York.
The professional engineer employed by the Village of Florida.
Any substance, whether gaseous, liquid or solid, that, when
discharged to a public sewer in sufficient quantities, may be hazardous
to sewer maintenance personnel, tend to interfere with any biological
sewage treatment process or constitute a hazard to recreation in the
receiving waters, due to the effluent from a sewage treatment plant
or overflow point.
Any pollutant or combination of pollutants listed as toxic in
regulations promulgated by the EPA under provisions of CWA Section
307(A) or other acts.
Any person who contributes or causes or permits the contribution
of wastewater into the POTW.
A discharger to the POTW who is discharging on or before
the effective date of this Part 1.
A discharger to the POTW who discharges nondomestic wastewaters.
A discharger to the POTW who initiates discharge after the
effective date of this Part 1.
An industrial user of the Village POTW who is:
Subject to National Categorical Pretreatment Standards promulgated
by the EPA.
Having substantial impact, either singly or in combination with
other industries, on the operation of the treatment works.
Using, on an annual basis, more than 10,000 pounds or 1,000
gallons of raw material containing priority pollutants and/or substances
of concern and discharging a measurable quantity of these pollutants
to the sewer system.
Discharging more than 5% of the flow or load of conventional
pollutants received by the POTW treatment plant.
Discharging more than 25,000 gallons of sewage per day.
Note: A user discharging a measurable quantity of a pollutant
may be classified as nonsignificant if, at the influent to the POTW
treatment plant, the pollutant, from all users, is not detectable.
The demand sewer use charge that is based, in part or wholly, on the volume of normal sewage discharged into the POTW (there may be surcharges, as provided for in Article XI). The volume charge shall be based on a specific cost per 1,000 gallons. The specific charge shall be subject to approval by the Village Board. The moneys so obtained shall be used for current operation and maintenance. The basis of volume charge calculations shall be made available to the public, on demand, as provided in Article XI. The volume charge shall be recalculated annually, as well as the surcharge rates.
The liquid and water-carried industrial or domestic wastewaters
from dwellings, commercial establishments, industrial facilities and
institutions, together with any groundwater, surface water and stormwater
that may be present, whether treated or untreated, which is contributed
into or permitted to enter the POTW.
See "sewage of unusual strength or character."
All streams, lakes, ponds, marshes, watercourses, waterways,
wells, springs, reservoirs, aquifers, irrigation systems, drainage
systems and all other bodies or accumulations of water, surface or
underground, natural or artificial, public or private, which are contained
within, flow through or border upon the state or any portion thereof.
The following abbreviations shall have the designated meanings:
|
ANSI
|
American National Standards Institute
|
|
ASTM
|
American Society for Testing and Materials
|
|
AWWA
|
American Water Works Association
|
|
BOD
|
Biochemical oxygen demand
|
|
CFR
|
Code of Federal Regulations
|
|
COD
|
Chemical oxygen demand
|
|
CPLR
|
Code of Public Law and Rules
|
|
EPA
|
Environmental Protection Agency
|
|
L
|
Liter
|
|
Mg
|
Milligram
|
|
Mg/l
|
Milligrams per liter
|
|
NCPI
|
National Clay Pipe Institute
|
|
NPDES
|
National Pollutant Discharge Elimination System
|
|
NYSDEC
|
New York State Department of Environmental Conservation
|
|
NYSDOH
|
New York State Department of Health
|
|
NYSDOT
|
New York State Department of Transportation
|
|
P
|
Total phosphorus
|
|
POTW
|
Publicly owned treatment works
|
|
PPM
|
Parts per million, weight basis
|
|
PSI
|
Pounds per square inch
|
|
SIC
|
Standard Industrial Classification
|
|
SPDES
|
State Pollutant Discharge Elimination System
|
|
SWDA
|
Solid Waste Disposal Act, 42 U.S.C. § 690L et seq.
|
|
TSS
|
Total suspended solids
|
|
U.S.C.
|
United States Code of Laws
|
|
USEPA
|
United States Environmental Protection Agency
|
Terms not defined in this article, or terms found to be ambiguous
or improperly defined in this article, shall be defined by the Act
or regulations pursuant thereto.
