No person shall discharge or cause to be discharged any stormwater, surface water, groundwater, roof runoff, subsurface drainage, uncontaminated cooling water or unpolluted industrial process waters to the Town of Crawford Sewer District No. 1 sewer system.
No person shall discharge or cause to be discharged any of the following described waters or wastes to the Town of Crawford Sewer District No. 1:
A. 
Gasoline, benzene, naphtha, fuel oil or other flammable or explosive liquid, solid or gas.
B. 
Waters or wastes containing toxic or poisonous solids, liquids or gases in sufficient quantity, either singly or by interaction with other wastes, to injure or interfere with any sewage process, to constitute a hazard to humans or animals, to create a public nuisance or to create any hazard in the receiving waters of the sewage treatment plant, including but not limited to cyanides. Without limiting the generality of the foregoing, no person shall discharge, or cause to be discharged, waters or wastes to any public sewer which contain substances having concentration limits in excess of those set forth in the table annexed hereto.[1]
C. 
Waters or wastes having a pH lower than 5.5 or having any other corrosive property capable of causing damage or hazard to structures, equipment and personnel of sewage works.
D. 
A solid or viscous substance in quantity or of such size capable of causing obstruction to the flow in sewers or other interference with the proper operation of the sewage works, such as but not limited to ashes, cinders, sand, mud, straw, shavings, metal, glass, rags, feathers, tar, plastics, wood, whole blood, paunch manure, hair, fleshings, entrails, paper dishes, cups and milk containers, either whole or ground by garbage grinders.[2]
[2]
Editor's Note: Original 7.2(e), which dealt with connection of surface and ground water sources to building sewers and which immediately followed this subsection, was deleted 4-9-1987 by L.L. No. 4-1987. For current provisions, see § 111-27.
No person shall discharge or cause to be discharged the following described substances, materials, waters or wastes to the Town's sewer system without the prior approval of the Town Board:
A. 
Liquid or vapor having a temperature higher than 150° F. (65° C.) or in such quantities that the temperature at influent to the treatment works exceeds 40° C. or 104° F.
B. 
Water or wastes containing fats, wax, grease or oils, whether emulsified or not, in excess of 100 milligrams per liter or containing substances which may solidify or become viscous at temperatures between 32° and 150° F. (0° and 65° C.).
C. 
Garbage that has not been properly shredded.
D. 
Waters or wastes containing strong acids, iron pickling wastes or concentrated plating solutions, whether neutralized or not.
E. 
Water or wastes containing iron, chromium, copper, zinc and similar objectionable or toxic substances; or wastes exerting an excessive chlorine requirement, to such degree that any such material received in the composite sewage at the sewage treatment plant exceeds the limits established by the Town Board for such materials.
F. 
Water or wastes containing phenols or other wastes, or odor-producing substances, in such concentration exceeding limits which may be established by the Town Board after treatment of the composite sewage to meet the requirements of the state, federal or public agencies having jurisdiction for the discharge to the receiving waters.
G. 
Any radioactive wastes or isotopes.
H. 
Any waters or wastes having a pH in excess of 9.5.
I. 
Materials which exert or cause:
(1) 
An unusual concentration of inert suspended solids, such as but not limited to fuller's earth lime residues, or dissolved solids, such as but not limited to sodium chloride and sodium sulfate.
(2) 
Excessive coloration, such as but not limited to dye wastes and vegetable tanning solutions.
(3) 
The following concentrations:
(a) 
A BOD in excess of 240 milligrams per liter.
(b) 
A chlorine demand in excess of 25 milligrams per liter.
(c) 
A chemical oxygen demand in excess of 600 milligrams per liter.
(d) 
Suspended solids in excess of 300 milligrams per liter.
(e) 
Having an average daily flow greater than 2% of the average daily sewage flow of the Town of Crawford Sewer District No. 1.
(4) 
Unusual volume of flow or concentration of wastes constituting slugs, as defined herein.
J. 
Waters or wastes containing substances which are not amenable to treatment or reduction by the sewage treatment process employed by the sewage treatment plant or which are amenable to treatment only to such degree that the sewage treatment plant's effluent cannot meet the requirements of agencies having jurisdiction over discharge to the receiving waters.
K. 
Waters or wastes generated by a significant industrial user, as defined in this Part 1.
A. 
If any waters or wastes are discharged or are proposed to be discharged to the Town sewer system, which waters contain the substances or possess the characteristics enumerated in § 111-35 of this article and which, in the judgment of the Town Board, may have a deleterious effect upon the sewage works, processes, equipment or other receiving waters or which otherwise create a hazard to life or constitute a public nuisance, the Town Board may:
(1) 
Reject the waters or wastes.
(2) 
Require pretreatment to an acceptable condition for discharge to the Town sewer system.
(3) 
Require control over the quantities and rates of discharge.
(4) 
Require that periodic reports be filed with it at intervals not exceeding six months each, containing the following material:
(a) 
The specific action, if any taken, to achieve compliance with Section 307 of United States Public Law No. 92-500 and any pretreatment requirements mandated by any statute, rule or regulation of New York State or any of its departments, agencies or bureaus.
(b) 
Results of a comprehensive sampling and laboratory testing program indicating the characteristics of the wastewater so discharged in terms of parameters that will adequately identify the waste. The types of testing and frequency of testing for each such person so discharging such wastewater shall be specified by the Town Board. All sampling and laboratory testing required by the Town Board shall be performed by each such person, and all costs and expenses incident to the testing, sampling, monitoring and reporting with respect to providing data to the Town Board, the New York Department of Environmental Conservation, the United States Environmental Protection Agency or any other agency having jurisdiction shall be borne by such person.
(5) 
Require payment in excess of the existing taxes or sewer charges or rents to cover the added cost of handling and treating the wastes pursuant to the provisions of § 111-35 of this article and any applicable law.
B. 
If the Town Board permits the pretreatment or equalization of waste flows, the design and installation of the plants and equipment shall be subject to the review and approval of the Town Board and subject to the requirements of all applicable codes, ordinances and laws.
A. 
Grease, oil and sand interceptors shall be provided when, in the opinion of the Town Board, such interceptors are necessary for the proper handling of liquid wastes containing grease, including but not limited to restaurants, diners, etc., in excess amounts or any flammable wastes, sand or other harmful ingredients. All interceptors shall be of a type and capacity approved by the Administrator and shall be located so as to be readily and easily accessible for cleaning and inspection.
B. 
Grease and oil interceptors shall be constructed of impervious materials. They shall be of substantial construction, watertight and equipped with easily removable covers which when bolted in place shall be gastight and watertight.
C. 
Where installed, all grease, oil and sand interceptors shall be maintained by the owner, at his expense, in continuously efficient operation at all times.
A. 
Garages and automobile-washing establishments. No person operating or owning a commercial garage or automobile wash rack shall permit any sewage or effluent therefrom to flow into any public sewer or house-connection sewer unless such wash rack is roofed over and is equipped with a standard sand and grease trap approved by the Town Board.
B. 
Restaurant sinks and dishwashers. Every dishwashing sink, dishwashing machine or other device intended or used for washing dishes and cooking utensils in any establishment serving 100 or more meals per day shall be connected to the house-connection sewer through a grease interceptor as hereinafter provided.
C. 
Industrial sand and grease interceptors required.
(1) 
Every fowl or animal slaughterhouse and every meat-packing or meat-curing establishment and all equipment in any soap factory or tallow-rendering, wool-pulling, hide-tanning or hide-curing establishment or other industry from which any considerable amount of grease or sand are to be discharged shall be connected with the public sewer through a grease trap or sand and grease trap as hereinafter provided.
(2) 
Minimum performance of traps. No grease trap shall be connected with the public sewer which has a rate of flow of less than 16 gallons per minute and a grease-retention capacity of less than 18 pounds.
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 Town Board, the owner of any property serviced by a building sewer carrying industrial wastes shall install a suitable control manhole, together with such necessary meters and other appurtenances in the building sewer to facilitate observation, sampling and measurement of the wastes. Such a manhole, when required, shall be accessibly and safely located and shall be constructed in accordance with plans approved by the Administrator. 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 this Part 1 shall be determined in accordance with generally accepted practices of the Orange County Board of Health and the New York State Department of Environmental Conservation and shall be determined at the control manhole provided or upon suitable samples taken at said control manhole. In the event that no special manhole has been required, the control manhole shall be considered to be the nearest downstream manhole in the Town sewer system to the point at which the building sewer is connected. Sampling shall be carried out by customarily accepted methods to reflect the effect of constituents upon the sewage works and to determine the existence of hazards of life, limb and property. The particular analyses involved will determine whether a twenty-four-hour composite of all outfalls of the premises is appropriate or whether a grab sample or samples should be taken. Normally, but not always, BOD and suspended solids analyses are obtained from twenty-four-hour composites of all outfalls, whereas pH's are determined from periodic grab samples.
A. 
Any person aggrieved by any decision or determination made by the Town Board pursuant to § 111-36 hereof may bring a proceeding to review such determination in the manner provided by Article 78 of the Civil Practice Law and Rules.
B. 
No statement contained in this article shall be construed as preventing any special agreement or arrangement between the Sewer District and any industrial concern whereby an industrial waste of unusual strength or character may be accepted by the Sewer District for treatment, subject to payment therefor by the industrial concern, in accordance with applicable provisions of this Part 1.