This master thesis deals with the topic of building the sewerage system of the Bijelo Brdo settlement. There are 1,569 inhabitants in 592 households. A drainage distribution system has been selected for wastewater drainage, in such a way that rainwater is drained through the existing reclamation canals located on both sides of the road, and a new sewage system is being designed. The planned construction of the Bijelo Brdo sewerage system includes the construction of approximately 13.68 km of sewerage collectors of DN 250-400 profile, 957.6 m of pressure pipelines of DN 63-355 profile and the construction of 4 underground pumping stations. The chapter "Technical description" describes the most important features of sanitary equipment. For faecal collectors and associated manholes, it was necessary to define their position on the building plot, dimensions, material, level and method of installation. The same applies to pressure pipelines with an additional description of the design of manholes for air valves made from reinforced concrete. The position, method of installation and equipment are defined for pumping stations. In the chapter "Hydraulic analysis" the relevant quantities of wastewater are determined and according to their value, all sanitary equipment of the sewerage network is dimensioned. The sizing of the gravity sewer consists of determining the diameter of the pipe and the depth of installation of the pipe. The manometer lifting height of the pump is determined for dimensioning the pumping station. Sizing the pressure pipeline consists of determining the pipe diameter, flow rate and checking the water-hammer effects. According to the German standard ATV-A 127, the chapter "Static calculation" determines certain deformations of the pipe and stresses in the pipe at critical locations. The plans and profile views of the sewerage network are made in "AutoCad-Civil 3D". The simulation of water hammer was performed using "Hammer Bentley Systems".