OBC On-site Sewage Systems study materials
OBC On-site Sewage Systems study resources

OBC On-site Sewage Systems: Treatment Units, Tanks, and Pretreatment

OBC On-site Sewage Systems · Work through your exam, one topic at a time.

All guide sections

Treatment Units, Tanks, and Pretreatment

The treatment train

A system is a train: tank, then any pretreatment or treatment unit, then dispersal. The tank's jobs are solids separation, flotation of grease, and sludge storage, achieved through retention time, compartmentalization, and properly designed inlets and outlets. Two-compartment tanks reduce short-circuiting. Effluent filters protect the field from solids carryover and are a maintenance item, not a substitute for proper tank sizing.

Treatment units and pretreatment

Advanced treatment units, aerobic units, and filters reduce organic load or pathogens before dispersal, allowing reduced separation or smaller fields where the code permits. Candidates must know that credit for treatment depends on certified performance and on maintenance being performed. Pump chambers, dosing chambers, and grease interceptors are pretreatment components with their own sizing rules. Commercial kitchens need grease interception before the tank.

Traps in questions

  • Assuming an effluent filter removes the need for periodic tank pumping.
  • Forgetting that treatment credits are conditional on certified listing and maintenance.
  • Ignoring access risers to grade for inspection and pumping.
  • Confusing a dosing chamber with a treatment unit.

Rule of thumb

Every tank needs safe access at grade, and every treatment credit needs a documented maintenance pathway; if maintenance cannot be assured, do not take the credit.

Worked example

A designer wants reduced separation using an advanced treatment unit. The unit is certified and listed, and the design includes a service agreement and access risers. The reduced separation is supportable. If the same unit were proposed without an enforceable maintenance arrangement, the designer should not rely on the treatment credit and must design to the untreated effluent separation.