| On-site septic with advanced treatment | Individual homes or small facilities | Septic settling followed by soil dispersal; advanced systems may add aerobic treatment, filtration, or disinfection. | Low-density areas without a practical connection to a centralized sewer. | Soil conditions, groundwater separation, setbacks, inspections, and local approval determine suitability. |
| Cluster or community decentralized plant | Several properties, a village, or a remote site | A local collection network feeds a shared plant using processes such as attached growth, batch treatment, or wetlands. | Communities where individual systems are unsuitable but a large regional plant is impractical. | Long-term responsibility for collection pipes, operation, maintenance, and financing must be clearly assigned. |
| Package treatment plant | Small communities, institutions, camps, and commercial sites | Factory-assembled equipment commonly uses extended aeration, sequencing batch treatment, or attached-growth processes. | Sites that need a compact, modular plant or a relatively quick installation. | Confirm the design matches actual flow variation and that trained operators, power, and spare parts are available. |
| Sequencing batch reactor (SBR) plant | Small to medium wastewater facilities | Activated sludge is treated in timed cycles—such as fill, aeration, settling, and decanting—within reactor tanks. | Sites with variable flows or limited space for separate treatment stages. | Cycle controls and equalization need to be designed for peak loads; automation does not remove the need for skilled oversight. |
| Moving bed biofilm reactor (MBBR) plant | Small to large facilities, including retrofit projects | Microorganisms grow on plastic carrier media kept in aerated or mixed tanks; screens retain the carriers. | Capacity upgrades or compact biological treatment where additional tank volume is limited. | Carrier retention screens, aeration, and downstream solids separation must be properly designed and maintained. |
| Membrane bioreactor (MBR) plant | Small to large facilities where space or effluent quality is a priority | Biological treatment is combined with membrane filtration to separate treated water from suspended solids. | Compact plants and projects seeking high-quality effluent for further treatment or suitable reuse applications. | Membrane fouling control, cleaning, energy use, and replacement planning affect operating costs. |
| Biological nutrient removal (BNR) plant | Municipal and larger institutional or industrial facilities | Selected anaerobic, anoxic, and aerobic conditions support biological removal of phosphorus and nitrogen; chemical addition may supplement phosphorus removal. | Discharges subject to nutrient limits or located in nutrient-sensitive watersheds. | Process control, influent characteristics, chemical supply, and sludge handling influence performance. |
| Constructed wetland treatment plant | Small communities and suitable decentralized sites | Water passes through engineered wetland cells where physical, chemical, and biological processes support treatment. | Sites with available land and conditions compatible with low-energy treatment and landscape integration. | Land area, hydraulic design, climate, vegetation management, and seasonal performance should be assessed. |
| Advanced water-reuse treatment train | Facilities producing water for defined non-potable or potable-reuse applications | Builds on secondary treatment with application-specific steps such as filtration, membranes, ultraviolet disinfection, or advanced oxidation. | Projects that need a dependable alternative water supply and have an approved reuse pathway. | Required barriers depend on the intended use; permits, monitoring, source control, and public-health safeguards are essential. |