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Village of Woodbury, NY
Orange 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 the Village sewer system.
No person shall discharge or cause to be discharged any of the following described waters or wastes to the Village sewer system:
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, which injures or interferes with any sewage process, constitutes a hazard to humans or animals, creates a public nuisance or creates 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 Table 7-1 annexed hereto.[1]
[1]
Editor's Note: Table 7-1 is included at the end of this chapter.
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. 
Solid or viscous substance in a 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, 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.
No person shall discharge or cause to be discharged the following described substances, materials, waters or wastes to the Village's sewer system without the prior approval of the Village 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° F. and 150° F. (0° C. 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. 
Waters 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 works exceeds the limits established by the Village Board for such materials.
F. 
Waters or wastes containing phenols or other taste- or odor-producing substances in such concentration exceeding limits which may be established by the Village 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) 
Unusual concentrations 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) 
Excessive loads.
(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.
(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 Orange County Sewer District No. 1 or are amenable to treatment only to such a degree that the sewage treatment plant effluent cannot meet the requirements of agencies having jurisdiction over discharge to the receiving waters.
A. 
If any waters or wastes are discharged or are proposed to be discharged to the Village sewer system, which waters contain the substances or possesses the characteristics enumerated in § 253-42 of this article and which in the judgment of the Village 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 constitutes a public nuisance, the Village Board may:
(1) 
Reject the waters or waste;
(2) 
Require pretreatment to an acceptable condition for discharge to the Village sewer system;
(3) 
Require control over the quantities and rates of discharge; and/or
(4) 
Require that periodic reports be filed with them 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 the 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 administrator. All sampling and laboratory testing required by the administrator 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 administrator, 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 § 253-33 of this Part 2 and any applicable law.
B. 
If the Village 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 Village 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 Village Board or the administrator, such interceptors are necessary for the proper handling of liquid wastes containing grease in excessive 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 as to be readily and easily accessible for cleaning and inspection.
B. 
The administrator shall monitor each grease trap installation to ascertain the adequacy and required frequency of cleaning and pumping. Upon receipt of the results of the monitoring inspections, the administrator will determine the frequency of cleaning and pumping required for each establishment necessary to ensure against a deposit of grease into the Village sewer system. When the administrator has made such a determination, he shall notify the owner of such premises as to the required frequency of such cleaning and pumping. In the event that any inspection by the administrator reveals that inadequate cleaning and pumping procedures are being followed, the administrator shall issue an order to the owner directing compliance. The owner shall make available to the administrator receipted invoices from the scavenger services for cleaning and pumping such grease traps.
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 Village 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 2 shall be determined in accordance with the latest edition of the 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 Village 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 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, whereas pHs are determined from periodic grab samples.
A. 
Any persons aggrieved by any decision or determination made by the Village Board or administrator of the Consolidated Sewer Area, pursuant to § 253-43 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 Consolidated Sewer Area and any industrial concern whereby an industrial waste of unusual strength or character may be accepted by the Consolidated Sewer Area for treatment, subject to payment therefor by the industrial concern, in accordance with applicable provisions of law.
The Orange County Sewer District has reserved the right to perform such analyses of wastes as discharged from the Consolidated Sewer District to sewers of the Orange County Sewer District to ensure compliance with the Orange County Sewer Law. Where such analyses indicate violation, the Village Board will take appropriate action as required by the administrative head of the Orange County Sewer District.