Start with the site, not a tank size
A hotel and a housing development can discharge the same daily volume of wastewater and still need different treatment concepts. A useful brief describes when the water arrives, what it contains and where the treated water will go. A capacity figure on its own cannot answer those questions.
Begin with the people and activities generating the wastewater. Record permanent residents or rooms, expected occupancy, staff, kitchens, laundries and any commercial tenants. Separate measured information from estimates. For a new development, show each construction phase and the expected date of occupancy rather than assuming that the final population will arrive on opening day.
Describe flow and pollution separately
Average daily flow helps establish the water balance. Peak hourly flow, seasonal changes and prolonged periods of low use affect how the process will operate. Biological wastewater treatment also depends on the pollutant load: a large volume of dilute water is different from a smaller, concentrated stream.
Provide available laboratory results with sampling dates, units and sampling points. Useful parameters may include biochemical oxygen demand, chemical oxygen demand, suspended solids, nitrogen, phosphorus, pH and temperature. The final analytical programme should follow the wastewater sources and the discharge or reuse objective. Industrial contributions need separate attention; a domestic wastewater assumption should not silently cover process effluent.
Set the outlet and site conditions
Identify the proposed discharge point or intended reuse before selecting equipment. Treatment, monitoring and approvals follow that decision. Ultrafiltration may form part of a polishing stage, while reverse osmosis is considered where dissolved constituents require further separation. Neither process should be added simply because it sounds more advanced.
The physical brief should include:
- Available land, levels and access for installation and maintenance.
- Electrical supply, power interruptions and relevant site utilities.
- Routes for wastewater collection and treated water distribution.
- Sludge removal access and a practical destination for residuals.
- Planned expansion and space reserved for future equipment.
Ask how the system will be operated
Define who will inspect the plant, respond to alarms, arrange testing and remove sludge. Ask suppliers to explain performance assumptions, start-up needs, consumables and the consequences of low-season operation. Compare proposals using the same inlet conditions and outlet target so that a smaller price does not hide a different scope.
Finish the brief with an evidence list and an uncertainty list. Mark missing measurements for confirmation rather than filling them with optimistic numbers. This creates a clearer basis for engineering discussion and helps the project team identify which decisions can be made now and which need site investigation.
Sources & technical references
US EPA — Onsite Wastewater Treatment Systems ManualUS EPA — Peak Flows at Sewage Treatment PlantsUS EPA — Voluntary National Guidelines for Management of Onsite and Clustered Wastewater Treatment SystemsEngineering guidance. Final process selection depends on site data and local requirements.
