N.Y. Comp. Codes R. & Regs. tit. 6, § 750-2.9
(1) In addition to the requirements set forth in this Subpart, all POTWs must provide adequate notice to the department of the following:
(ii) For purposes of this paragraph, adequate notice shall include information on:
(5) New connections to a publicly owned sewer system or a privatized municipal sewer system are prohibited when the permittee is notified by the department:
(6) The provisions provided for in paragraph (5) of this subdivision shall remain in effect until the permittee can demonstrate to the department's satisfaction and approval that adequate available capacity exists in the plant and that the facility is in full compliance with all of the effluent limitations required by the permit.
(b) National pretreatment standards.
(7) Modifications to pretreatment programs shall be made in accordance with 40 CFR 403.18 (see section 750-1.27 of this Part).
(c) POTW design, planning and flow management.
(1) Flow management plan.
(i) Within 120 days of when the permittee determines in accordance with paragraph (4) of this subdivision that the annual average flow value for a calendar year to a POTW has reached or exceeded 95 percent of that POTWs design flow, the permittee shall submit to the regional water engineer a flow management plan to identify and implement reductions in hydraulic loading to the POTW treatment plant or failing that, approvable engineering reports, plans and specifications and/or capital improvements as necessary to stabilize annual average flows below the POTW treatment plant design flow. This plan shall be certified by a professional engineer licensed to practice in the State of New York and endorsed by the chief fiscal officer of the municipality. The provisions of the plan may reflect new efforts or may refer to existing, ongoing efforts. The flow management plan shall, at a minimum, include provisions for:
(ii) The flow management plan required by subparagraph (i) of this paragraph shall also include provisions for implementation of any or all of the following that are necessary to stabilize influent flows below design flows:
(2) Planning.
(i) Within 120 days of when the permittee determines that the actual influent mass loading of biochemical oxygen demand or total suspended solids to a POTW has reached or exceeded the design influent loading for those parameters for any eight calendar months during a calendar year, the permittee shall submit a plan for future growth at the POTW. The plan shall include:
(3) Plan implementation and sewer connection moratorium. For POTWs that have exceeded the design influent loading criteria set forth in paragraph (2) of this subdivision, within 90 days of when the permittee determines that, in accordance with the annual review required by paragraph (4) of this subdivision, that the effluent discharge from a publicly owned treatment works has exceeded a SPDES permit limit for biochemical oxygen demand or ultimate oxygen demand for any four or more months during two consecutive calendar quarters, or a SPDES permit limit for total suspended solids for any four or more months during two consecutive calendar quarters, the permittee shall:
(5) Rescission of plan requirements or moratoria. The regional water engineer may rescind or hold in abeyance any or all of the conditions imposed under this subdivision provided the permittee can demonstrate to the satisfaction of the department that:
(a) General.