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Village of Cedarhurst, NY
Nassau County
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Table of Contents
Table of Contents
If any waters or wastes are discharged or are proposed to be discharged into the public sewers which are objectionable wastes, as defined in § 208-8, or which, in the judgment of the Commissioner, may have a deleterious effect upon the sewage treatment works processes, equipment or receiving waters or which otherwise create a hazard to life or constitute a public nuisance, the Commissioner may:
A. 
Reject the waste; or
B. 
Require pretreatment to an acceptable condition for discharge to the public sewers, as provided for in Article V; and/or
C. 
Require control over the quantities and rates of discharge; or
D. 
Require payment to cover the added cost of handling and treating the wastes not covered by existing taxes or sewer charges under the provision of § 208-15.
Grease, oil, hair and sand interceptors shall be provided when the Commissioner determines that they are necessary for the proper handling of liquid wastes containing grease in excessive amounts or any flammable wastes, sand or other harmful ingredients; except that such interceptors shall not be required for private dwellings. All the interceptors shall be located as to be readily and easily accessible for cleaning and inspection. No dishwasher discharge will be allowed to pass through any of the aforementioned interceptors. Where preliminary treatment, including interceptors and traps or flow-equalizing facilities, are provided for any waters or wastes, they shall be maintained continuously satisfactory and in effective operation by the owner at his or her expense. There shall be no bypass of the pretreatment facilities which would allow the entry of untreated or partially treated wastes to the public sewer.
[Added 6-12-2000 by L.L. No. 4-2000]
All food preparation establishments and facilities, including but not limited to restaurants, delicatessens, fast-food and take-out establishments and institutional kitchens, shall install on their premises and use automatic grease recovery systems of a description, type and size as approved by the Building Department, in accordance with the following:
A. 
All such new establishments, new operators of existing food preparation establishments and those existing establishments located within the Village that move to a new location within the Village shall be in compliance with this section no later than the commencement of operation.
B. 
All such establishments in existence and operation prior to the enactment of this section, which undergo renovations or which make repairs and/or install replacements affecting existing grease recovery devices, plumbing lines and/or plumbing fixtures, shall be in compliance with this section no later than the date of completion of said renovations, repairs and/or installation of replacements, or two years from the date of the enactment hereof, whichever is earlier.
C. 
All such establishments in existence and operation prior to the enactment of this section shall be in compliance therewith no later than two years after the enactment date hereof.
When required by the Commissioner, the owner of any property serviced by a house connection carrying industrial wastes shall install a suitable control manhole, together with such necessary meters and other appurtenances, including but not limited to Parshall flumes, venturi meters and weirs, in the building sewer to facilitate observation, sampling and measurement of the wastes. Such manhole, when required, shall be constructed in accordance with plans approved by the Commissioner. The manhole shall be installed by the owner at his or her expense and shall be maintained by him or her so as to be safe and accessible at all times. When required by the Commissioner, discharges shall install and maintain in proper order automatic flow proportional sampling equipment and/or automatic analysis and recording equipment. Sampling and flow measurement facilities shall be such as to provide safe access to authorized personnel. The industrial wastewater discharger shall identify the effluent sampling point used for each discharge pipe by providing a sketch or flow diagram, as appropriate, showing the location.
All measurements, tests and analyses of the characteristics of waters and wastes to which reference is made in the law shall be determined in accordance with the latest edition of Standard Methods for the Examination of Water and Wastewater and shall be determined at the 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 and to reflect the effect of constituents upon the sewage treatment works and to determine the existence of hazards to life, limb and property. Sampling shall be representative of the volume and quality of wastewater effluent discharged over the sampling and reporting period. (The particular analyses involved will determine whether a twenty-four-hour composite of all outfalls of a premise 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 composite of all outfalls, whereas pH is determined from periodic grab samples). All sampling, analyses and flow measurement procedures, equipment and results shall be subject at any time to inspection by the Commissioner. Adequate care shall be maintained in obtaining, recording and reporting the required data on wastewater effluent quality and quantity, so that the precision and accuracy of the data will be equal or better than that achieved by the prescribed standard analytical procedures. The industrial wastewater discharger shall calibrate and perform maintenance procedures on all monitoring and analytical instrumentation at sufficiently frequent intervals to ensure accuracy of measurements. Care shall be exercised when collecting a composite sample to assure that the proper preservative is present in the sample container during sample collection. Depending on the analysis to be conducted, several different containers and preservation techniques may be required. Samples shall be analyzed as quickly as possible after collection. The industrial wastewater discharger shall ascertain that the methodology used is reliable for his or her specific wastes in his or her laboratory. Such discharger must be able to demonstrate to the Commissioner that he or she has a viable quality-control program.
Those industrial wastewater discharges required to make periodic measurements of their wastewater flow and its constituents shall annually make the minimum number of such measurements required. Composite samples of the industrial wastewater shall be obtained for the required analyses. Dischargers required to sample on only a few days per year shall sample during the period of highest wastewater flow and wastewater constituent discharge. Samples should be taken during normal operating conditions.
The industrial wastewater discharger shall maintain and record the results of all required analyses and measurements and shall record, for all samples, the date and time of sampling, the sample method used, the dates analyses were performed, who performed the sampling and analyses and the results of such analyses. All records shall retained for a minimum of three years, such a period to be extended during the course of an unresolved litigation or when so requested by the Commissioner. The industrial wastewater discharger also shall retain all original strip-chart recordings from any continous monitoring instrumentation and any calibration and maintenance records for a minimum of three years, such period to be extended during the course of any unresolved litigation or when so requested by the Commissioner. The industrial wastewater discharger shall provide the above records and shall demonstrate the adequacy of the flow measuring and sampling methods upon the request of the Commissioner.
No statement contained in this article shall be construed as preventing any special agreement or arrangement between the Village and any industrial concern whereby an industrial waste of unusual strength or character may be accepted by the Village for treatment, subject to payment therefor, by the industrial concern. No special agreements shall circumvent Federal Categroical Pretreatment Standards.