Skip to main content
Call Eric:863-698-8266
CURRYCONTROLS.COMControls & Automation Knowledge Hub
ReferenceWastewaterLift StationsPumpsControl

Lift Station Lead/Lag Control

How a duplex or triplex station decides when one pump is enough and when it is not: the setpoint ladder, cycle volume, the lag call, parallel pumping, and what to do when the lead pump fails.

12 min readUpdated Sep 5, 2026Published Sep 5, 2026By Eric Sullivan

The short answer

Lift Station Lead/Lag Control

Lead/lag control at a lift station starts the lead pump when wet well level reaches the lead-on setpoint, starts the lag pump if level keeps rising to the lag-on setpoint, and stops the pumps at the off setpoint. The setpoints are spaced to keep starts per hour within the pump rating, the lag call is delayed and staggered, and a pump that fails to prove is dropped from the sequence so the other pump takes its role immediately.

Key points

  • The setpoint ladder from the bottom up: low-level cutoff, all-off, lead-on, lag-on, high-level alarm, overflow.
  • Cycle volume between all-off and lead-on sets the starts per hour. Size it from the pump rating, not by guess.
  • Two pumps in parallel deliver less than twice one pump. The lag adds capacity, not double capacity.
  • A lag call can come from level, from lead run time, or from rate of rise. Level alone is the minimum.
  • When the lead fails to prove, the lag becomes the lead now, not at the next cycle.

What lead/lag decides

A lift station with more than one pump has to answer two questions continuously: does the well need pumping, and does it need more than one pump. Lead/lag control is the logic that answers them. The lead pump handles normal inflow. The lag pump is called when inflow exceeds what the lead can move, and it is also the pump that takes over when the lead is out of service. Alternation, which decides which physical pump holds the lead role, is a separate function and is covered on its own page.

The panel-level view of lead/lag, including how it is built for pressure boosters and other duty-standby applications, is on the pump panel lead/lag page. This page is about the wet well: how the setpoints are chosen, how the lag call is made, and what parallel pumping actually delivers.

The setpoint ladder

Every level setpoint in a lift station is an elevation in the wet well. Listing them from the bottom up keeps the relationships straight.

SetpointWhat happensHow it is placed
Low-level cutoffAll pumps stop immediately and an alarm is raised.Below the all-off level, at or above the minimum submergence the pump manufacturer requires. It protects the pump from running dry if the all-off setpoint is missed.
All-off (stop)Running pumps stop, subject to minimum run time.High enough to keep the pump volute and, for submersibles, the motor cooling jacket covered. Pumping lower than the manufacturer allows draws air, loses prime, and overheats the motor.
Lead-onThe lead pump starts.Above all-off by the cycle volume, which is calculated from the starts-per-hour rating. This band is where the station spends most of its life.
Lag-onThe lag pump starts.Above lead-on by enough that ordinary daily peaks are handled by one pump. Typically one to two feet in a small station, more in a deep well.
High-level alarmAlarm, and at most stations a hardwired call to both pumps.Below the invert of the lowest incoming sewer. Once the well surcharges into the collection system, upstream manholes and basements are at risk.
OverflowWastewater leaves the system.Not a setpoint, but the elevation everything else is measured against. Storage between high-level and overflow is the operator response time.

Sizing the lead-on band

The volume between all-off and lead-on is the cycle volume. It sets how often the lead pump starts, and pump motors are rated for a maximum number of starts per hour, commonly six to ten for submersible wastewater pumps and fewer for large motors. Too small a band and the motor exceeds its rating; too large and wastewater sits in the well long enough to go septic.

For a constant-speed pump, the shortest cycle occurs when inflow is exactly half the pump capacity: the well fills as slowly as it empties. That gives the classic sizing rule.

V = (T × Q) / 4

  • V = cycle volume between all-off and lead-on, in gallons
  • T = minimum cycle time in minutes, which is 60 divided by the allowed starts per hour
  • Q = pump capacity at the operating point, in gallons per minute

For a pump rated at six starts per hour, T is ten minutes. With a 500 gpm pump, the cycle volume is 1,250 gallons. In a six-foot-diameter well, which holds about 211 gallons per foot of depth, that is a band of just under six feet. In practice the well geometry is fixed and the calculation runs the other way: given the band the well can provide, the result is the number of starts to expect at the worst-case inflow, which is then compared with the motor rating.

Variable speed pumps change the arithmetic because the pump can slow to match inflow and run continuously. Even then, at very low inflow the pump reaches its minimum speed and the station cycles, so the same check applies using the capacity at minimum speed.

Making the lag call

The lag-on setpoint is the minimum. A station that calls the lag only on level will always call it eventually, but a well with large storage can spend a long time between lead-on and lag-on with the lead pump losing ground slowly. Three conditions are commonly combined.

Level
Level reaches lag-on. This is the baseline and it must exist in every station, hardwired through a float if the station has one.
Lead run time
The lead has run longer than a set time, typically ten to twenty minutes, without level falling. Inflow is at or above one pump capacity, and waiting for level to climb another foot gains nothing.
Rate of rise
Level is rising faster than a set rate with the lead running. This catches storm inflow early. It needs a filtered level signal, or turbulence in the well will call the lag on noise.

Whatever the condition, the lag start is delayed by a few seconds after the lead start so the two inrush currents do not coincide. On a generator this matters more: two motors starting together can exceed what the set can hold, and the transfer switch sequence is often the reason a station is in trouble in the first place.

What two pumps actually deliver

The lag pump is often expected to double the station capacity. It does not. Two pumps in parallel each see a higher discharge head than one pump alone, because the force main friction loss rises with the square of flow. Each pump slides up its curve to a lower flow, and the combined flow lands somewhere between one and two times the single-pump flow. On a short force main with mostly static head the gain is close to double; on a long force main it can be as little as thirty percent.

This has two consequences for control. The lag call must come early enough to matter, because it buys less time than the pump nameplate suggests. And the capacity a station is credited with in a wet weather plan should come from the system curve, not from adding nameplates. A triplex station adds a third pump for redundancy and for the third-pump step on the system curve, which is smaller again.

Stopping

Simple stations stop everything at all-off. A better sequence stops the lag first at an intermediate lag-off level and lets the lead finish the drawdown. This reduces the number of two-pump stops, keeps the discharge velocity in the force main more consistent, and puts the alternation event at a single-pump stop where it is unambiguous. Both stops are subject to the minimum run time.

Do not use a very short minimum run time as a protective device. If level is falling faster than expected the pump is doing its job. The minimum run time exists to stop a pump from being started and stopped repeatedly by a noisy level signal at the all-off point, and a few seconds to a minute is enough.

When the lead fails

A pump is called and does not prove: no run confirmation from the starter auxiliary or the drive, an overload trip, a seal failure, a motor thermal switch, or a current that says the motor is spinning but nothing is being moved. The correct response is immediate. The lag pump takes the lead role now, the failed pump is removed from the rotation, and an alarm is raised. Waiting for level to climb to lag-on means the well rises for no reason while a healthy pump sits idle.

  1. 1

    Call the lead

    Energize the lead output. Start a fail-to-prove timer, typically three to ten seconds.

  2. 2

    Check the proof

    Run confirmation from the starter auxiliary contact or the drive running bit, and optionally current above a minimum. If the timer expires without proof, the pump is failed.

  3. 3

    Promote the lag

    Set the other pump as lead, call it, and repeat the proof check. Latch a pump-failed alarm on the first pump.

  4. 4

    Hold the failure

    Keep the failed pump out of rotation until the fault is reset locally or from SCADA by an operator who has looked at it. Automatic retry after a delay is reasonable for an overload that may be thermal, but not for a seal failure.

  5. 5

    Alarm the loss of redundancy

    A station running on one pump is one failure from an overflow. That state deserves its own alarm and its own priority.

What to trend

  • Wet well level with pump run status overlaid. Every problem on this page shows up here first.
  • Starts per hour per pump. Compare with the motor rating and with the original cycle volume calculation.
  • Run time per cycle and drawdown rate. A slowing drawdown with the same level band means a fouled impeller, a closing check valve, or a rising force main head.
  • Lag calls per day. A rising count with no change in flow means the lead pump is losing capacity.
  • Motor current per pump. Rag-bound pumps draw high current and move little; air-bound pumps draw low current.

Frequently asked questions

Should the lag pump be a bigger pump?
Usually not. Identical pumps allow alternation, share spares, and behave predictably in parallel. Where a station sees a very wide flow range, one option is a small jockey pump for dry-weather flow and two larger pumps for wet weather; in that arrangement the jockey is always lead and the large pumps alternate between themselves.
How far above lead-on should lag-on be?
Far enough that ordinary daily peaks never reach it, and close enough that a wet weather event calls the lag before the well is most of the way to the high-level alarm. One to two feet is common. Look at a level trend over a dry month: the highest level the lead pump reached on its own is the floor for lag-on.
Why does my station call the lag pump every cycle?
Either the lead pump can no longer keep up, which is a capacity problem, or the lag-on setpoint is too close to lead-on. Trend the level with the run status. If level keeps rising with the lead running at normal current, look at the pump; if the lead is drawing high current, look for rags; if level rises normally but lag-on is barely above lead-on, fix the setpoints.
Is a hardwired lag float still needed with a PLC?
Yes. The float provides a lag call that does not depend on the transmitter, the analog input, or the processor. Wire it so that it can start the lag pump through the relay logic on its own, and also bring it into the PLC as an input so the controller knows the float has operated and can alarm the disagreement.

Direct contact

Have a controls question?

Reach Eric Sullivan directly about anything on this site, a controls or automation topic, or one of his personal projects.