R309-540-5. Pumping Facilities  


Latest version.
  • (1) Location.

    (a) The pumping station shall be designed such that:

    (i) the proposed site will meet the requirements for sanitary protection of water quality, hydraulics of the system, and protection against interruption of service by fire, flood or any other hazard;

    (ii) the access to the pump station shall be six inches above the surrounding ground and the station located at an elevation which is a minimum of three feet above the 100-year flood elevation, or three feet above the highest recorded flood elevation, which ever is higher, or protected to such elevations;

    (iii) the station is readily accessible at all times unless permitted to be out of service for the period of inaccessibility;

    (iv) surrounding ground is graded so as to lead surface drainage away from the station; and

    (v) the station is protected to prevent vandalism and entrance by animals or unauthorized persons.

    (2) Pumping Stations.

    (a) Building structures for both raw and drinking water shall:

    (i) have adequate space for the installation of additional pumping units if needed, and for the safe servicing of all equipment;

    (ii) be of durable construction, fire and weather resistant, with outward-opening doors;

    (iii) have an interior floor elevation at least six inches above the exterior finished grade;

    (iv) have any underground facilities, especially wet wells, waterproofed;

    (v) have all interior floors drained in such a manner that the quality of drinking water contained in any wet wells will not be endangered. All floors shall slope at least one percent (one foot every 100 feet) to a suitable drain; and

    (vi) provide a suitable outlet for drainage from pump glands without discharging onto the floor.

    (b) Suction wells shall:

    (i) be watertight;

    (ii) have floors sloped to permit removal of water and entrained solids;

    (iii) be covered or otherwise protected against contamination; and

    (iv) have two pumping compartments or other means to allow the suction well to be taken out of service for inspection, maintenance, or repair.

    (c) Servicing equipment shall consist of:

    (i) crane-ways, hoist beams, eyebolts, or other adequate facilities for servicing or removal of pumps, motors or other heavy equipment;

    (ii) openings in floors, roofs or wherever else needed for removal of heavy or bulky equipment; and

    (iii) a convenient tool board, or other facilities as needed, for proper maintenance of the equipment.

    (d) Stairways and ladders shall:

    (i) be provided between all floors, and in pits or compartments which must be entered; and

    (ii) have handrails on both sides, and treads of non-slip material. They shall have risers not exceeding nine inches and treads wide enough for safety.

    (e) Heating provisions shall be adequate for:

    (i) the comfort of the operator; and

    (ii) the safe and efficient operation of the equipment.

    (f) Ventilation shall:

    (i) conform to existing local and/or state codes; and

    (ii) forced ventilation of at least six changes of air per hour shall be provided for all rooms, compartments, pits and other enclosures below ground floor, and any area where unsafe atmosphere may develop or where excessive heat may be built up.

    (g) Lighting.

    Pump stations shall be adequately lighted throughout. All electrical work shall conform to the requirements of the relevant state and/or local building codes.

    (h) Sanitary and other conveniences.

    Plumbing shall be so installed as to prevent contamination of a public water supply. Wastes shall be discharged in accordance with the plumbing code, R317-4, or R317-1-3.

    (3) Pumps.

    (a) Capacity.

    Capacity shall be provided such that the pump or pumps shall be capable of providing the peak day demand of the system or the specific portion of the system serviced.

    The pumping units shall:

    (i) have ample capacity to supply the peak day demand against the required distribution system pressure without dangerous overloading;

    (ii) be driven by prime movers able to meet the maximum horsepower condition of the pumps without use of service factors;

    (iii) be provided readily available spare parts and tools; and

    (iv) be served by control equipment that has proper heater and overload protection for air temperature encountered.

    (b) Suction Lift.

    Suction lift, where possible, shall be avoided. If suction lift is necessary, the required lift shall be within the pump manufacturer's recommended limits and provision shall be made for priming the pumps.

    (c) Priming.

    Prime water shall not be of lesser sanitary quality than that of the water being pumped. Means shall be provided to prevent back siphonage. When an air-operated ejector is used, the screened intake shall draw clean air from a point at least 10 feet above the ground or other source.

    (4) Booster Pumps.

    (a) Booster pumps shall be located or controlled so that:

    (i) they will not produce negative pressure in their suction lines;

    (ii) automatic cutoff pressure shall be at least 10 psi in the suction line;

    (iii) automatic or remote control devices shall have a range between the start and cutoff pressure which will prevent excessive cycling; and

    (iv) a bypass is available.

    (b) Inline booster pumps (pumps withdrawing water directly from distribution lines without the benefit of storage and feeding such water directly into other distribution lines rather than storage), in addition to the other requirements of this section, shall have at least two pumping units (such that with any one pump out of service, the remaining pump or pumps shall be capable of providing the peak day demand of the specific portion of the system serviced), shall be accessible for servicing and repair and located or controlled so that the intake pressure shall be at least 20 psi when the pump or pumps are in normal operation.

    (c) Individual home booster pumps shall not be allowed for any individual service from the public water supply main.

    (5) Automatic and remote controlled stations.

    All remote controlled stations shall be electrically operated and controlled and shall have signaling apparatus of proven performance. Installation of electrical equipment shall conform with the applicable state and local electrical codes and the National Electrical Code.

    (6) Appurtenances.

    (a) Valves.

    Valves shall be used to permit satisfactory operation, maintenance, and repair of the equipment. If foot valves are necessary, they shall have a net valve area of at least 2 1/2 times the area of the suction pipe and they shall have a positive-acting check valve on the discharge side between the pump and the shut-off valve.

    (b) Piping.

    Piping within and near pumping stations shall:

    (i) be designed so that the friction losses will be minimized;

    (ii) not be subject to contamination;

    (iii) have watertight joints;

    (iv) be protected against surge or water hammer; and

    (v) be such that each pump has an individual suction line or that the lines shall be so manifolded that they will insure similar hydraulic and operating conditions.

    (c) Gauges and Meters.

    Each pump shall:

    (i) have a standard pressure gauge on its discharge line;

    (ii) have a compound gauge (capable of indicating negative pressure or vacuum as well as positive pressure) on its suction line; and

    (iii) have recording gauges in the larger stations.

    (d) Water Seal.

    Where pumps utilize water seals, the seals shall:

    (i) not be supplied with water of a lesser sanitary quality than that of the water being pumped; and

    (ii) when pumps are sealed with potable water and are pumping water of lesser sanitary quality, the seal shall be provided with a break tank open to atmospheric pressure, and have an air gap of at least six inches or two pipe diameters, whichever is greater, between the feeder line and the spill line of the tank.

    (e) Controls.

    Controls shall be designed in such a manner that they will operate their prime movers, and accessories, at the rated capacity without dangerous overload. Where two or more pumps are installed, provision shall be made for alternation. Provision shall be made to prevent energizing the motor in the event of a backspin cycle. Electrical controls shall be protected against flooding. Equipment shall be provided or other arrangements made to prevent surge pressures from activating controls which switch on pumps or activate other equipment outside the normal design cycle of operation.

    (f) Standby Power.

    Standby power, to ensure continuous service when the primary power has been interrupted, shall be provided from at least two independent sources or a standby or an auxiliary source shall be provided. If standby power is provided by onsite generators or engines, the fuel storage and fuel line must be designed to protect the water supply from contamination.

    (g) Water Pre-Lubrication.

    When automatic pre-lubrication of pump bearings is necessary and an auxiliary direct drive power supply is provided, the pre-lubrication line shall be provided with a valved bypass around the automatic control so that the bearings can, if necessary, be lubricated manually before the pump is started or the pre-lubrication controls shall be wired to the auxiliary power supply.