This site processes up to 120 m3 per day of effluent which contained over 10,000 mg/l COD and significant levels of suspended solids and fats, oil & grease. There was no access to the municipal sewer, however a river flowed adjacent to the site.
After appropriate pilot plant trials, a scheme involving effluent balancing, DAF clarification and a reed bed was devised.This was implemented on a turnkey basis by CAP Technology in 2006.