This Part 1 sets forth requirements for users of the publicly owned treatment works of the Town of Amherst and enables the Town to comply with all applicable state and federal laws, including the Clean Water Act (United States Code, 33 U.S.C. § 1251 et seq.) and the General Pretreatment Regulations (Code of Federal Regulations, 40 CFR 403). It is further the explicit purpose of this Part 1 to achieve the following:
A. 
To prevent the introduction of pollutants into the publicly owned treatment works that will interfere with its operation.
B. 
To prevent the introduction of pollutants into the publicly owned treatment works that will pass through the publicly owned treatment works inadequately treated, into receiving waters, or otherwise be incompatible with the publicly owned treatment works.
C. 
To protect publicly owned treatment works personnel who may be affected by wastewater and sludge in the course of their employment and the general public.
D. 
To promote reuse and recycling of industrial wastewater and sludge from the publicly owned treatment works.
E. 
To establish fees for the equitable distribution of the cost of operation, maintenance and improvement of the publicly owned treatment works.
F. 
To enable the Town of Amherst to comply with its state pollutant discharge elimination system permit conditions, sludge use and disposal requirements and any other federal or state laws to which the publicly owned treatment works is subject.
G. 
To eliminate the discharge of unpolluted waters into the POTW.
A. 
This Part 1 shall apply to all direct and indirect dischargers of wastes into the facilities of the Town of Amherst, including those users outside the Town who are by contract or agreement with the Town, users of the Town's facilities. This Part 1 also authorizes the issuance of wastewater discharge permits; provides for monitoring, compliance and enforcement activities; establishes administrative review procedures; requires user reporting; and provides for the setting of fees for the equitable distribution of costs resulting from the program established herein.
B. 
The Town Engineer and the Commissioner of Building, as provided herein, shall administer, implement and enforce the provisions of this Part 1. The Town Engineer shall supervise the operation of the POTW and the pretreatment program.
C. 
The provisions of this Part 1 shall be interpreted in accordance with the definitions set forth in § 160-4 hereof.
The following abbreviations, when used in this Part 1, shall have the designated meanings:
BAD
Bioaccumulative and Durable Substances
BMP
Best Management Practices
BOD
Biochemical oxygen demand
CFR
Code of Federal Regulations
COD
Chemical oxygen demand
EPA
United States Environmental Protection Agency
FOG
Fats, Oils and Grease
GI
Grease Interceptor
GT
Grease Trap
GPD
Gallons per day
IU
Industrial user
mg/l
Milligrams per liter
NPDES
National Pollutant Discharge Elimination System
NYSDEC
New York State Department of Environmental Conservation
OS
Oil Separator
OSHA
Occupational Safety and Health Administration
POTW
Publicly owned treatment works
RCRA
Resource Conservation and Recovery Act
SIC
Standard industrial classification
SPDES
State Pollutant Discharge Elimination System
SSO
Sanitary Sewer Overflow
TSS
Total suspended solids
ug/1
Micrograms per liter
U.S.C.
United States Code
Unless the context specifically indicates otherwise, the meanings of terms used in this Part 1 shall be as follows:
ABNORMAL-STRENGTH SEWAGE OR WASTEWATER
Sewage which, when analyzed, shows, by concentration, a daily average greater than the following, which may be acceptable into a sanitary sewer under terms of this Part 1:
A. 
Biological oxygen demand (BOD5): 200 mg/l.
B. 
Total suspended solids (TSS): 250 mg/l.
C. 
Total phosphorous (P): 4.4 mg/l.
D. 
Total Kjeldahl nitrogen (TKN): 21.7 mg/l.
ADMINISTRATIVE FEE
A fee established by the Town of Amherst and levied against a user as a result of a violation(s) against provisions of this local sewer use law. Administrative fees are used to compensate the Town of Amherst for costs incurred for rectifying a situation which causes a blockage or interference with the sewer system, as well as for any additional inspection, follow-up, sampling, monitoring, lab analysis and/or other administrative processing incurred as a result of the noncompliance.
APPROVAL AUTHORITY
The Director of the State of New York Pretreatment Program or the Administrator of the United States Environmental Protection Agency (EPA).
AUTHORIZED REPRESENTATIVE OF THE USER
A. 
If the user is a corporation:
(1) 
The president, secretary, treasurer or a vice president of the corporation in charge of a principal business function, or any other person who performs similar policy or decision-making functions for the corporation; or
(2) 
The manager of one or more manufacturing, production or operation facilities employing more than 250 persons or having gross annual sales or expenditures exceeding $25,000,000 (in second-quarter 1980 dollars), if authority to sign documents has been assigned or delegated to the manager in accordance with corporate procedures.
B. 
If the user is a partnership or sole proprietorship: a general partner or proprietor, respectively.
C. 
If the user is a federal, state or local governmental facility: a director or highest official appointed or designated to oversee the operation and performance of the activities of the government facility or his/her designee.
D. 
The individuals described in Subsections A through C above may designate another authorized representative if the authorization is in writing, the authorization specifies the individual or position responsible for the overall operation of the facility from which the discharge originates or having overall responsibility for environmental matters for the company, and the written authorization is submitted to the Town.
BEST MANAGEMENT PRACTICES
Schedule of activities, prohibitions of practices, maintenance procedures and other management practices to implement the prohibitions listed in 40 CFR Section 403.5(a)(1) and (b). BMPs also include treatment requirements, operating procedures and practices to control site runoff, spillage or leaks, sludge or waste disposal, or drainage from raw materials storage.
BOD5
The quantity of oxygen utilized in the biochemical oxidation of organic matter under standard laboratory procedure for five days at 20° C., expressed in milligrams per liter.
BUILDING COMBINED DRAIN
A building drain which conveys both sewage and stormwater.
BUILDING COMBINED SEWER
A building sewer which conveys both sewage and stormwater. The building storm sewer terminates at the public sewer.
BUILDING (HOUSE) DRAIN
That part of the lowest piping of a drainage system which receives the discharge of soil, waste and other drainage pipes inside the walls of the building and conveys such discharges to the building sewer.
BUILDING (HOUSE) SEWER
That part of the drainage system which extends from the end of the building drain and conveys its discharges to a public sewer, private sewer, individual sewage disposal system or other approved point of disposal.
BUILDING SANITARY DRAIN
A building drain which conveys sewage but does not convey stormwater.
BUILDING SANITARY SEWER
A building sewer which conveys sewage but does not convey stormwater. The building storm sewer terminates at the public sewer.
BUILDING STORM DRAIN
A building drain which conveys stormwater but does not convey sewage.
BUILDING STORM SEWER
A building sewer which conveys stormwater but does not convey sewage. The building storm sewer terminates at the public sewer.
CATEGORICAL PRETREATMENT STANDARD or CATEGORICAL STANDARD
Any regulation containing pollutant discharge limits promulgated by the EPA in accordance with Sections 307(b) and (c) of the Act (33 U.S.C. § 1317) which apply to a specific category of users and which appear in 40 CFR Chapter I, Subchapter N, Parts 405 through 471.
COMMERCIAL ESTABLISHMENTS
Private establishments such as restaurants, hotels, stores, automotive service stations, laundromats or recreational facilities and all other nonresidential occupancies. Private nonprofit entities such as churches, schools, hospitals or charitable organizations are considered to be commercial establishments.
COMMISSIONER OF BUILDING
The Commissioner of Building of the Town of Amherst or his assigns.
COMPOSITE SAMPLE
A combination of individual grab samples of a waste stream collected within a twenty-four-hour period. For all pollutants subject to composite sampling requirements, twenty-four-hour flow proportional composite samples shall be obtained when feasible. If twenty-four-hour flow proportional composite samples are not feasible, the Town Engineer may allow the collection of time proportional composite samples. In no case may a composite sample be composed from fewer than four grab samples. In all cases the individual grab samples must be adequately spaced so as to ensure a sample that is representative of the user's daily operations.
CONSTRUCTION SPECIFICATIONS FOR AMHERST SEWER DISTRICTS
The standard list of materials, specifications and standard details of construction as provided by the Town of Amherst Engineering Department and approved by the Amherst Town Board.
DISTRICT
A service area within or outside the boundaries of the Town of Amherst which is tributary to the Amherst wastewater facilities.
DOMESTIC SEWAGE
Waste and wastewater from humans or household operations that are discharged to or otherwise enter a sewage treatment works.
ENVIRONMENTAL PROTECTION AGENCY (EPA)
The United States Environmental Protection Agency or, where appropriate, the Regional Water Management Division Director or other duly authorized official of said Agency.
EXISTING SOURCE
Any source of discharge, the construction or operation of which commenced prior to the publication by the EPA of proposed categorical pretreatment standards, which will be applicable to such source if the standard is thereafter promulgated in accordance with Section 307 of the Act.
FATS, OILS AND GREASE (FOG)
Any substance such as vegetable or animal product that is used in, or is a byproduct of, the cooking or food preparation process, and that turns or may turn viscous or solidify with change in temperature or other condition.
FLOW VOLUME
The quantity of wastewater or liquid over a specified period of time.
FOOD GRINDER
Any device installed in the plumbing or sewer system for the purpose of grinding food waste or food preparation by-products for the purpose of disposing of it in the sewer system.
GARBAGE
Solid wastes from the domestic and commercial preparation, cooking and dispensing of food and from the handling, storage and sale of produce.
GRAB SAMPLE
A sample which is taken from a waste stream without regard to the flow in the waste stream and over a period of time not to exceed 15 minutes.
GREASE INTERCEPTOR (GI)
A device, usually located underground and outside between an establishment and the connection to the sewer system, designated to collect, contain and remove food waste and grease from the process waste stream while allowing the remaining wastewater to be discharged to the collection system. To be effective, these devices must be cleaned, maintained, and have FOG removed and disposed of in a proper manner on regular intervals.
GROUNDWATER
All subsurface water, that part which is in the zone of saturation.
HIS
The masculine gender shall include the feminine, and the singular shall include the plural unless indicated otherwise.
INDIRECT DISCHARGE or DISCHARGE
The introduction of pollutants into the POTW from any nondomestic source regulated under Section 307(b), (c) or (d) of the Clean Water Act.
INDUSTRIAL WASTES
The solid and liquid wastes from industrial processes, as distinct from domestic or sanitary wastewaters.
INDUSTRIAL WASTE SURCHARGE
A financial charge levied on industrial users of the wastewater system for the additional cost of treating abnormal strength wastewater.
INFILTRATION
Water entering the sewer system, including sewer system connections, from the ground through such means as defective pipes, pipe joints, connections or manholes.
INFLOW
Water entering a sewer system through a direct storm water/runoff connection to the sanitary sewer, which may cause an almost immediate increase in wastewater flows.
INTERFERENCE
A discharge which, alone or in conjunction with a discharge or discharges from 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 the Town's SPDES permit or of the prevention of sewage sludge use or disposal in compliance with any of the following statutory/regulatory provisions or permits issued thereunder or any more stringent state or local regulations: Section 405 of the Act; the Solid Waste Disposal Act, including Title II, commonly referred to as the "Resource Conservation and Recovery Act (RCRA)"; any state regulations contained in any state sludge management plan prepared pursuant to Subtitle D of the Solid Waste Disposal Act; the Clean Air Act; the Toxic Substances Control Act; and the Marine Protection, Research and Sanctuaries Act.
MANIFEST
That receipt or form which is retained by the generator of wastes for disposing recyclable wastes, hazardous wastes, or liquid wastes as required by the Town of Amherst. For purposes related to FOG control, manifest generally means, the receipt from disposal of FOG waste from a grease interceptor.
MAY
Is permissive.
MEDICAL WASTE
Any red-bag wastes, including but not limited to isolation wastes, infectious agents, human blood and blood products, pathological wastes, sharps, body parts, contaminated bedding, surgical wastes, potentially contaminated laboratory wastes and dialysis wastes.
NATURAL OUTLET
An outlet that is present in and produced by nature.
NEW SOURCE
A. 
Any building, structure, facility or installation from which there is (or may be) a discharge of pollutants, the construction of which commenced after the publication of proposed pretreatment standards under Section 307(c) of the Act, which will be applicable to such source if such standards are thereafter promulgated in accordance with that section, provided that:
(1) 
The building, structure, facility or installation is constructed at a site at which no other source is located; or
(2) 
The building, structure, facility or installation totally replaces the process or production equipment that causes the discharge of pollutants at an existing source; or
(3) 
The production or wastewater-generating processes of the building, structure, facility or installation are substantially independent of an existing source at the same site. In determining whether these are substantially independent, factors such as the extent to which the new facility is integrated with the existing plant and the extent to which the new facility is engaged in the same general type of activity as the existing source should be considered.
B. 
Construction on a site at which an existing source is located results in a modification rather than a new source if the construction does not create a new building, structure, facility or installation meeting the criteria of Subsection A(2) or (3) above but otherwise alters, replaces or adds to existing process or production equipment.
C. 
Construction of a new source, as defined herein, has commenced if the owner or operator has:
(1) 
Begun, or caused to begin, as part of a continuous on-site construction program:
(a) 
Any placement, assembly or installation of facilities or equipment; or
(b) 
Significant site preparation work, including clearing, excavation or removal of existing buildings, structures or facilities, which is necessary for the placement, assembly or installation of new source facilities or equipment; or
(2) 
Entered into a binding contractual obligation for the purchase of facilities or equipment which are intended to be used in its operation within a reasonable time. Options to purchase or contracts which can be terminated or modified without substantial loss and contracts for feasibility, engineering and design studies do not constitute a contractual obligation under this subsection.
NONCONTACT COOLING WATER
Water used for cooling which does not come into direct contact with any raw material, intermediate product, waste product or finished product.
NYSUFPBC
The New York State Uniform Fire Prevention and Building Code.
OIL SEPARATOR (OS)
A device, usually located underground and outside between an establishment and the connection to the sewer system, designed to collect, contain and remove waste oil from the process waste stream while allowing the remaining wastewater to be discharged to the collection system. To be effective, these devices must be cleaned, maintained and have FOG removed and disposed of in a proper manner on regular intervals.
PASS-THROUGH
A discharge which exits the POTW into waters of the United States in quantities or concentrations which, alone or in conjunction with a discharge or discharges from other sources, is a cause of a violation of any requirement of the Town's SPDES permit, including an increase in the magnitude or duration of a violation.
PERMITTEE
A person who has received a permit to discharge wastewater into the Town of Amherst sewer system subject to requirements and conditions established by the Town of Amherst.
PERSON
Any individual, partnership, copartnership, firm, company, corporation, association, joint-stock company, trust, estate, governmental entity or any other legal entity or their legal representatives, agents or assigns. This definition includes all federal, state and local governmental entities.
pH
The logarithm of the reciprocal of the concentration of hydrogen ions in moles per liter of solution.
PRETREATMENT
The reduction of the amount of pollutants, the elimination of pollutants or the alteration of the nature of pollutant properties in wastewater prior to, or in lieu of, introducing such pollutants into the POTW. This reduction or alteration can be obtained by physical, chemical or biological processes; by process changes; or by other means, except by diluting the concentration of the pollutants unless allowed by an applicable pretreatment standard.
PRETREATMENT COORDINATOR
An employee of the Town of Amherst who oversees the pretreatment program.
PRETREATMENT REQUIREMENTS
Any substantive or procedural requirement related to pretreatment imposed on a user, other than a pretreatment standard.
PRETREATMENT STANDARDS or STANDARDS
Prohibited discharge standards, categorical pretreatment standards and local limits.
PROHIBITED DISCHARGE STANDARDS or PROHIBITED DISCHARGES
Absolute prohibitions against the discharge of certain substances; these prohibitions appear in § 160-6 of this Part 1.
PROPERLY SHREDDED GARBAGE
The wastes from preparation, cooking and dispensing of foods 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 1/2 inch in any dimension.
PUBLICLY OWNED TREATMENT WORKS or POTW
A treatment works, as defined by Section 212 of the Act (33 U.S.C. § 1292), which is owned by the Town. This definition includes any devices or systems used in the collection, storage, treatment, recycling and reclamation of sewage or industrial wastes of a liquid nature and any conveyances which convey wastewater to a treatment plant.
PUBLIC SEWER
A sewer in which all owners of abutting properties have equal rights and which the Town controls.
RECEIVING WATERS
A natural watercourse or body of water into which treated or untreated wastewater is discharged.
RECOMMENDED STANDARDS FOR SEWAGE WORKS
The recommended design, review and approval standards for wastewater collection and treatment facilities, as published by the Great Lakes Upper Mississippi River Board of State Sanitary Engineers.
RESIDENTIAL
A property type not commercial or industrial in classification containing a single family, multi-family or apartment building.
SAMPLE POINT
A location approved by the Town Engineer or Pretreatment Coordinator from which wastewater can be collected that is representative in content and consistency of the entire flow of wastewater being sampled.
SANITARY SEWER
A pipe or conduit which carries wastewater and to which stormwater, surface water and groundwaters are not intentionally admitted.
SANITARY SEWER OVERFLOW (SSO)
An overflow of untreated wastewater from the sanitary sewer system.
SEPTAGE
The contents of a septic tank, cesspool or other nonpublic wastewater treatment facility which receives sanitary sewage or waste.
SERVICE AREA
Any area contributing wastewater to the Town of Amherst wastewater facilities.
SEWAGE (DOMESTIC)
Waste and wastewater from humans or household activities that is discharged to or otherwise enters a POTW.
SEWAGE (NON-DOMESTIC)
Waste and wastewater from a commercial or industrial process that is discharged to or otherwise enters a sewage treatment POTW.
SEWER
A pipe or conduit for carrying wastewater or drainage water.
SEWER LATERAL
Sewer Lateral (or Building Sewer) shall mean that part of the generally horizontal piping of a drainage system which extends from the end of the Building Drain and which receives the discharge of the Building Drain and conveys it to a public sewer, private sewer, individual sewer disposal system or other point of disposal. The Sewer Lateral begins at the way or point of connection with the public sewer, private sewer, individual sewer disposal system or other point of disposal and terminates at the point of connection to the Building Drain two feet outside the building wall.
SHALL
Is mandatory.
SIGNIFICANT INDUSTRIAL USER
A. 
A user subject to categorical pretreatment standards; or
B. 
A user that:
(1) 
Discharges an average of 25,000 gpd or more of process wastewater to the POTW (excluding sanitary, noncontact cooling and boiler blowdown wastewater);
(2) 
Contributes a process waste stream which makes up 5% or more of the average dry weather hydraulic or organic capacity of the POTW treatment plant; or
(3) 
Is designated as such by the Town on the basis that it has a reasonable potential for adversely affecting the POTW's operation or for violating any pretreatment standard or requirement.
C. 
Upon a finding that a user meeting the criteria in Subsection B(2) has no reasonable potential for adversely affecting the POTW's operation or for violating any pretreatment standard or requirement, the Town may at any time, on its own initiative or in response to a petition received from a user, and in accordance with procedures in 40 CFR 403.8(f)(6), determine that such user should not be considered a significant industrial user.
SLUG or SLUG LOAD
Any discharge of non-routine, episodic nature, including but not limited to an accidental spill or non-customary batch discharge, which has reasonable potential to cause Interference or Pass Through, or in any other way violate the POTW's regulations, local limits or permit conditions.
SPILL POTENTIAL USER
Any user who uses or stores substances that may inadvertently be spilled into the Town of Amherst sewer system and which potentially have an adverse impact on the sewer system and/or the Town's wastewater facilities.
STATE POLLUTANT DISCHARGE ELIMINATION SYSTEM PERMIT (SPDES)
A permit issued by the State of New York to discharge directly to surface water.
STORM SEWER
A pipe or conduit which carries storm and surface waters and drainage, but excludes wastewater and industrial wastes, other than unpolluted cooling waters.
STORMWATER
Any flow occurring during or following any form of natural precipitation, and resulting from such precipitation, including snowmelt.
SUSPENDED SOLIDS
Solids that either float on the surface of or are in suspension in water, sewage or other liquids and such solids are removable by laboratory filtration.
TAMPER
To interfere with or bring about an improper situation or condition, which includes, without limitation, covering or concealing a sanitary manhole cover, or any other practice which hinders access to the same.
TOWN
The Town of Amherst.
TOWN BOARD
The Town Board of the Town of Amherst and shall include the members of the Town Board acting in their capacities as Commissioners of the sewer districts.
TOWN ENGINEER
The Town Engineer of the Town of Amherst or his assigns.
TOXIC POLLUTANT
Any pollutant or combination of pollutants listed as toxic in any regulations promulgated by the Administrator of the Environmental Protection Agency.
UNPOLLUTED DRAINAGE
Shall include, but not be limited to, drainage from any catch basin, lake, swamp, pond, swimming pool, outlet for surface runoff or groundwater, which contain no wastes or wastewaters.
USER or INDUSTRIAL USER
A source of indirect discharge.
WASTE
Any liquid, solid or gaseous substance that might be discharged or discarded into a public sewer.
WASTE HAULER
Any person carrying or engaged in vehicular transport of waste as part of or incidental to, any business for that purpose.
WASTE MINIMIZATION PRACTICE
Plans or programs intended to reduce or eliminate discharges to the sewer system or to conserve house water, including, but not limited to, product substitutions, housekeeping practices, inventory control, employee education, and other steps to minimize wastewater produced.
WASTEWATER
A combination of the liquid and water-carried wastes from residences, commercial buildings, institutions and industrial establishments, together with such groundwater, surface water and stormwaters that may be present.
WASTEWATER CONSTITUENTS AND CHARACTERISTICS
The individual chemical, physical, bacteriological, and other parameters, including volume and flow rate and such parameters that serve to define, classify or measure quality and quantity of wastewater.
WASTEWATER DISCHARGE PERMIT
A permit to discharge industrial waste into any sanitary sewer under jurisdiction of the Town or, in a contracted service area, under the jurisdiction of the Town and the contracted service area.
WASTEWATER FACILITIES
The structures, equipment and processes that collect, transport and treat domestic and industrial wastes and disposes of the waste residuals.
WASTEWATER TREATMENT WORKS
An arrangement of devices and structures used for treating wastewater, industrial waste and sludge.
WATERCOURSE
A channel in which a flow of water occurs, either continuously or intermittently.