The planned water reclamation center has a design capacity of 2,000 CMD for average daily flow. The treatment processes of liquid stream are: Coarse Bar Screen, Pumping Station, Fine Screen, Grit Chamber, Oxidation Ditch, Clarifiers, Disinfection and Outfall, while that of solid stream is Sludge Drying Bed. The planned sewerage system has two trunk sewers: trunk sewer A with a length about 3,482m, while trunk sewer B about 1,457m. The diameters of the pipes range from 200mm to 400mm.