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Village of East Aurora, NY
Erie County
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Table of Contents
Table of Contents
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 any sanitary sewer.
[Amended 7-15-1985 by L.L. No. 22-1985; 11-26-2007 by L.L. No. 12-2007]
A. 
Stormwater and all other unpolluted drainage shall be discharged to such sewers as are specifically designated as storm sewers or to a natural outlet approved by the Village. Industrial cooling waters or unpolluted process waters may be discharged, on approval of the Village, to a storm sewer or natural outlet.
B. 
Notwithstanding any other provisions of this chapter, no materials other than stormwater or water containing no pollutants shall be discharged into the storm sewers except as provided in Article XI of this chapter.
No person shall discharge or cause to be discharged any of the following described waters or wastes to any public sewers:
A. 
Any gasoline, benzene, naphtha, fuel oil or other flammable or explosive liquid, solid or gas.
B. 
Any water 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 treatment process, constitute a hazard to humans or animals, create a public nuisance or create any hazard in the receiving waters of the sewage treatment plant, including but not limited to cyanides in excess of two milligrams per liter as CN in the wastes as discharged to the public sewer.
C. 
Any waters or wastes having a pH lower than 5.5 or having other corrosive property capable of causing damage or hazard to structures, equipment and personnel of the sewage works.
D. 
Solid or viscous substances in quantities or of such size capable of causing obstruction to the flow in sewers or other interference with the proper operation of the sewer works, such as, but not limited to ashes, cinders, sand, mud, straw, shavings, metal, glass, rags, feathers, tar, plastics, wood, unground garbage, whole blood, paunch manure, hair and fleshings, entrails and paper dishes, cups, milk containers, etc., either whole or ground by garbage grinders.
[Amended 7-15-1985 by L.L. No. 22-1985]
No person shall discharge or cause to be discharged the following described substances, materials, waters or wastes if it appears likely in the opinion of the Village that such wastes can harm either the sewers, sewage treatment process or equipment, have an adverse effect on the receiving stream or can otherwise endanger life, limb, public property or constitute a nuisance. In forming his opinion as to the acceptance of these wastes, the Village will give consideration to such factors as the quantities of subject wastes in relation to flows and velocities in the sewers, materials of construction of the sewers, nature of the sewage treatment process, capacity of the sewage treatment plant, degree of treatability of wastes in the sewage treatment plant and other pertinent factors. The substances prohibited, unless specifically approved in writing by the Village are:
A. 
Any liquid or vapor having a temperature higher than 150° F. or containing heat in such quantities so as to cause the temperature of the treatment plant influent to exceed 104° F. (40° C.).
B. 
Any water or waste containing fats, wax, grease or oils, whether emulsified or not, in excess of 25 milligrams per liter or containing substances which may solidify or become viscous at temperatures between 32° and 150° F.
C. 
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 review and approval of the Village.
D. 
Any waters or wastes containing strong acrid iron pickling wastes or concentrated plating solutions, whether neutralized or not.
E. 
Any waters or wastes containing toxic substances in excess of the following levels:
Parameter
Level
(milligrams per liter)
Arsenic
0.05
Cadmium
0.064
Chromium, total
0.05
Copper
3.72
Cyanide
0.3
Lead
0.67
Mercury
0.2
Nickel
1.0
Silver
0.44
Zinc
1.50
F. 
Any water or wastes containing phenols in excess of 0.5 milligrams per liter or other taste or odor producing substances in such concentrations exceeding limits which may be established by the Village, 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.
G. 
Any radioactive wastes or isotopes of such half-life or concentration as may exceed limits established by the Village in compliance with applicable state or federal regulations.
H. 
Any waters or wastes having a pH in excess of 9.5.
I. 
Materials which exert or cause:
(1) 
Unusual concentrations of inert suspended solids, such as, but not limited to fuller's earth, lime slurries and lime residues, or of dissolved solids, such as, but not limited to sodium chloride and sodium sulfate.
(2) 
Excessive discoloration, such as, but not limited to dye wastes and vegetable tanning solutions.
(3) 
Unusual BOD, chemical oxygen demand or chlorine requirements in such quantities as to constitute a significant load on the sewage treatment works.
(4) 
Unusual volume of flow or concentration of waste constituting slugs as defined herein.
(5) 
Excessive odor as determined by the Superintendent.
J. 
Water or wastes containing substances which are not amenable to treatment or reduction by the sewage treatment processes employed or are amenable to treatment only to such degree that the sewage treatment plant effluent cannot meet the requirements of other agencies having jurisdiction for items, such as: treatment plant effluent discharging to receiving stream, sludge, residue or scum disposal criteria on land or air emissions.
[Amended 7-15-1985 by L.L. No. 22-1985]
A. 
If any waters or wastes are discharged or are proposed to be discharged to the public sewers, which waters contain the substances or possess the characteristics enumerated in § 205-25 of this article and which, in the judgment of the Village, may have a deleterious effect upon the sewage works, processes, equipment or receiving waters or otherwise create a hazard to life or constitute a public nuisance, the Village may:
(1) 
Reject the wastes;
(2) 
Require pretreatment to an acceptable condition for discharge to the public sewers;
(3) 
Require control over the quantities and rates of discharge; and/or
(4) 
Require payment to cover the added cost of handling and treating the wastes not covered by existing taxes or sewer charges under the provisions of § 205-31 of this article.
B. 
Any person notified by the Village that the Village is rejecting the waste shall immediately stop or eliminate the contribution. In the event of a failure of the person to comply voluntarily with the rejection order, the Village shall take such steps as deemed necessary, including immediate severance of the sewer connection, to prevent or minimize damage to the sewer works or endangerment to any individuals. The Village shall reinstate service upon proof of the elimination of the noncomplying discharge and after assurance that the person responsible for the discharge will submit a detailed written statement describing the causes of the harmful contribution and the measures taken to prevent any further occurrence. This statement shall be submitted to the Village within 15 days of the date of occurrence.
C. 
If the Village permits the pretreatment or equalization of wastes flows, the design and installation of the plants and equipment shall be subject to the review and approval of the Village and subject to the requirements of all applicable codes, ordinances and laws.
[Amended 7-15-1985 by L.L. No. 22-1985]
Grease, oil and sand interceptors shall be provided when, in the opinion of the Village, they are necessary for the proper handling of liquid wastes containing grease or oil in excessive amounts or any flammable wastes, sand or 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 Village and shall be so located as to be readily and easily accessible for cleaning. The owner shall open these units for inspection by the Superintendent at any time.
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.
[Amended 7-15-1985 by L.L. No. 22-1985]
When required by the Village, 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 manhole, when required, shall be accessibly and safely located and shall be constructed in accordance with plans approved by the Village. 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 chapter shall be determined in accordance with the latest edition of Standard Methods for the Examination of Water and Wastewater, published by the American Public Health Association, 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 public sewer 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 to life, limb and property. (The particular analyses involved will determine whether a twenty-four-hour composite of all outfalls of a 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, where pH's are determined from periodic grab samples.)
[Amended 7-15-1985 by L.L. No. 22-1985]
No statement contained in this article shall be construed as preventing any special agreement or arrangement between the Village and any industrial concern for treatment of unusual waste, provided that the agreement or arrangement in no way violates Article V of this chapter, the Federal Categorical Pretreatment Standards or National Pretreatment Standards as listed in CFR 403.5(a) and (b).
[Added 7-15-1985 by L.L. No. 22-1985]
When pretreatment regulations are adopted by United States Environmental Protection Agency or NYSDEC for any industry, then that industry must immediately conform to the USEPA or NYSDEC timetable for adherence to federal and state pretreatment requirements and any other applicable requirements promulgated by USEPA and NYSDEC in accordance with the Clean Water Act of 1977 (PL 95-127) Section 307. Additionally, such industries shall comply with any more stringent standards necessitated by local conditions as determined by the Village.