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Federal regulations · Through 2026-08-25 · Newer source version available

18 CFR 1304.403: Marina sewage pump-out stations and holding tanks.

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Where this section sits in the code
  1. Title 18—Conservation of Power and Water Resources
  2. CHAPTER XIII—TENNESSEE VALLEY AUTHORITY
  3. PART 1304—APPROVAL OF CONSTRUCTION IN THE TENNESSEE RIVER SYSTEM AND REGULATION OF STRUCTURES AND OTHER ALTERATIONS
  4. Subpart E—Miscellaneous

All pump-out facilities constructed after September 8, 2003 shall meet the following minimum design and operating requirements:

(a) Spill-proof connection with shipboard holding tanks;

(b) Suction controls or vacuum breaker capable of limiting suction to such levels as will avoid collapse of rigid holding tanks;

(c) Available fresh water facilities for tank flushing;

(d) Check valve and positive cut-off or other device to preclude spillage when breaking connection with vessel being severed;

(e) Adequate interim storage where storage is necessary before transfer to approved treatment facilities;

(f) No overflow outlet capable of discharging effluent into the reservoir;

(g) Alarm system adequate to notify the operator when the holding tank is full;

(h) Convenient access to holding tanks and piping system for purposes of inspection;

(i) Spill-proof features adequate for transfer of sewage from all movable floating pump-out facilities to shore-based treatment plants or intermediate transfer facilities;

(j) A reliable disposal method consisting of:

(1) An approved upland septic system that meets TVA, State, and local requirements; or

(2) Proof of a contract with a sewage disposal contractor; and

(k) A written statement to TVA certifying that the system shall be operated and maintained in such a way as to prevent any discharge or seepage of wastewater or sewage into the reservoir.

Collected 2026-08-27T02:24:34Z. Source file · JSON

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