Daily and peak flow
Average m³/day, maximum hourly flow and the discharge profile across each shift.
A 29.6699 ha wastewater infrastructure site comprising 22 embanked cells and a dedicated 1,529 m steel pipeline from the Brailiv industrial zone. The asset lies outside the industrial park boundary but may be integrated into a resident’s wastewater system after technical review, design and permitting.

Resident input data
These inputs allow incompatible scenarios to be screened out and define the laboratory and engineering scope without promising treatment capacity prematurely.
Average m³/day, maximum hourly flow and the discharge profile across each shift.
pH, COD, BOD₅, suspended solids, nitrogen, phosphorus, fats and oils, salts, temperature and sector-specific indicators.
Operating days, seasonal peaks, cleaning cycles, shutdowns and accidental shock loads.
Current local treatment units, separators, neutralisation, equalisation and quality-control arrangements.
Polishing, storage, water reuse or another scenario, together with the target launch date.
Technical route
Record the production process, water balance, indicative volumes and wastewater-generation profile.
Confirm actual composition using representative samples and define the required pre-treatment level.
Assess the cells, pipeline, hydraulics, soils, hydrogeology and the scope of infrastructure rehabilitation.
Prepare the technical concept, CAPEX/OPEX estimate, permit list, allocation of responsibilities and commercial terms.
Treatment capacity and the ability to receive a specific wastewater stream are determined only after this route is completed. The website does not claim guaranteed treatment capacity at this stage.
Potential applications
An existing site and pipeline may reduce new construction, but they do not replace engineering design, environmental assessment or permitting.
The asset’s historical function. Suitability depends on wastewater composition, load, cell condition and the final design.
The sectional layout may support production with uneven or seasonal wastewater flows.
A serviced site with access and a pipeline may be assessed for modular treatment, buffer or settling facilities.
Sludge, biomass and clarified water may be assessed as resource flows after technical, economic and environmental analysis.
iThese are potential scenarios, not confirmed treatment capacity. Actual use requires an engineering survey, wastewater analysis, design and all required permits.
Key questions
No. They are a separate 29.6699 ha site outside the park boundary, available to residents under agreed terms.
No. Engineering surveys, wastewater analysis, design documentation and permits are required.
No capacity is claimed before assessment. It is calculated for the resident’s process, wastewater composition and discharge profile.
The supplied technical passport records a 275 mm steel pipeline extending 1,529 m.
Technical enquiry
For screening, provide estimated daily volume, composition, peak loads, seasonality and target launch date.