T The city of Bogor consists of 6 sub-districts, 31 urban villages, 37 villages and has an area of 11,850 ha. Wastewater management is currently carried out with an on site system using septic tanks, cubluk, cemplung and plengsengan or rivers. To improve the health level of the community, a regular wastewater distribution system is planned using the Off Site system.The population growth rate of Bogor city is 2425 people/year. The projected population in 2010 and 2020 is 705,355 people and 729,605 people. For the use of non-domestic clean water 33.71% of domestic use and a maximum day factor of 1.11 The percentage of waste water is obtained from the analysis of the working time of the pump in the waste water reservoir in the Indraprasta Housing Bogor with a result of 79.17% of clean water use. The average discharge of wastewater in 2010 was 1,466 1/second/1000 people and in 2020 it was 1,558 1/second/1000 people.Phase I planning period (2000 – 2010) for Kelurahan/Village with a high population density covers 30% of the population of Bogor City. Phase II (2010 – 2020) for Kelurahan/Village located in the middle of the city with a density of 50 people/ha covering 60% of the population of Bogor City. This distribution system is divided into two alternatives related to field conditions.The calculation results for Alternative I are the main pipe length 23,624 m, pipe diameter 300 – 900 mm, the number of manholes 167, the number of drop manholes 64, pumps 3 units, with an estimated cost of Rp. 7.405.400.000'-. while Alternative II, the main pipe length is 24,426 m, the pipe diameter is 300 – 900 mm, the number of manholes is 246, the number of drop manholes is 71, the pump is 3 units with an estimated cost of Rp. 6.665.400.000,-. The chosen alternative is alternative I on the basis that although the initial investment costs are large but the maintenance and operational costs are lower.Prior to construction, it is necessary to conduct outreach to the community, disseminate information on activities, observe impacts on the environment and prepare existing resources.The calculation results for Alternative I are the main pipe length 23.624 m, pipe diameter 300 – 900 mm, the number of manholes 167, the number of drop manholes 64, pumps 3 units, with an estimated cost of Rp. 7.405.400.000'-. while Alternative II, the main pipe length is 24,426 m, the pipe diameter is 300 – 900 mm, the number of manholes is 246, the number of drop manholes is 71, the pump is 3 units with an estimated cost of Rp. 6.665.400.000,-. The chosen alternative is alternative I on the basis that although the initial investment costs are large but the maintenance and operational costs are lower.Prior to construction, it is necessary to conduct outreach to the community, disseminate information on activities, observe impacts on the environment and prepare existing resources.