How It Works
Principal Of Operation of Sewage Treatment Plant
Stage 1 - Primary Settlement
When sewage enters the primary chamber heavy solids and debris are settled out, floating solids are also retained due to the configuration of the pipe work. Anaerobic digestion also takes place, reducing the B.O.D. of the influent sewage by 30-40% at this stage.Stage 2 - Aeration
Highly effective aerobic breakdown generated by the now well proven and reliable aeration produces enhanced purification and excellent nitrified effluents.Stage 3 - Final Settlement
The final settlement chamber ensures that any carryover of partials are retained and a typical final discharge quality of BOD: 18mg/l, SS: 25 mg/l, NH3: 4 mg/l which is equal to an improvement of 85-90% before discharge to the percolation drains.Siting The Sewage Treatment Plant
BS 6297 : 1983 states that sewage treatment plants should be as far from habitable buildings as economically practicable. The direction of the prevailing wind should be considered in relation to any properties when siting the works. Access should be provided to enable the tank-emptying vehicle to operate within its suction lift capacity. Tanks should be placed out of the way from traffic and wherever possible, pumping should be avoided by locating the plant lower than the premises to be served. Sewage Treatment plants should not be located in an area subject to flooding or where the water table can rise to such levels to cause flow into the treatment units.Setback Distances
For guidance minimum setback distances for the sewage treatment plant and irrigation area are listed below.| Treatment Plants | Distance From | Irrigation Areas |
| 7m | Dwelling Served | 10m |
| 7m | Adjacent Dwelling | 10m |
| 3m | Site Boundaries | 3m |
| 4m | Roads | 4m |
| 10m | Water Course | 10m |
| 10m | Drinking Water Sources | 30-100m |
Contact BioBubble for all your sewage treatment and maintenance requirements.


