N.J. Admin. Code § 7:14A-23.10 - Wastewater pumping stations
(a) Raw sewage pumping
stations shall conform to the following requirements:
1. Sewage shall be screened before pumping.
Comminutors may be approved in lieu of screens, however, the requirement for
screening raw sewage may be waived, at the Department's discretion, for individual,
privately owned pumping stations;
2.
Pumping stations shall provide for stage pumping, preferably by the use of variable
speed pumps, so as to eliminate, as far as practical, surges of flow to or through
the treatment plants;
3. Pump stations
shall be provided with two power sources, one as a back-up;
4. Automatic sound alarms, operating independently
of the main power system, shall be installed to give warning of high water, power
failure, or breakdown. Such alarm systems shall be telemetered to a police station
or other staffed location so that competent emergency assistance can be obtained on
a 24 hour basis;
5. Pumping stations
shall be protected against flooding and adequate provision shall be made for access
to the stations during storm events;
6.
Adequate light and ventilation shall be provided at all pumping stations;
i. Where operational or maintenance duties are
required in enclosed areas or pits, forced ventilation by appropriate means shall be
provided with sufficient capacity to induce at least 12 air changes per
hour;
ii. Appropriate equipment to guard
against explosion shall be utilized; and
7. Adequate fresh-water facilities shall be
provided to permit routine washdown and cleaning operations at all pumping stations;
i. Where a domestic water service connection is
provided to a pumping station, the water supply shall be adequately protected by a
backflow prevention device;
ii.
Connections between potable water lines and wastewater pumps or sewers is not
permitted.
(b) At
least two pumps, each designed to handle peak flows equivalent to 2.5 times the
average daily flow (using the Department's projected flow criteria specified in
7:14A-23.3) shall be provided. If more
than two pumps are provided their capacities shall be such that, upon failure of the
largest pump, the remaining pumps can handle peak flows.
(c) When ejectors are provided as the method of
raising sewage, at least two compressor units (one as a standby) are required and
shall be so interconnected that the standby unit will commence operation in the
event of failure of the one in use.
(d)
Pumps installed in dry wells shall operate under a positive suction head unless
specifically designed and manufactured with appropriate features to allow for proper
operation otherwise.
(e) A means of flow
measurement shall be provided in municipally owned, regional pumping
stations.
(f) Shut-off valves shall be
provided on suction and discharge piping, which shall be flanged or otherwise
removable, and check valves shall be provided on all discharge lines. Shut-off
valves shall be accessible during all operating conditions.
(g) Force main velocities of less than two
feet/second at normal pumping rates will not be approved. Properly designed air
release valves shall be provided on the high points of the force main and cleanouts
are recommended on low points of the force main in cases where necessary for
operational and maintenance reasons.
(h)
The use of low pressure force mains is permitted in only those circumstances when
all other means of sewage conveyance have been explored and it has been demonstrated
to the satisfaction of the Department that the use of low pressure force mains is
the most prudent alternative available.
Notes
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No prior version found.