Project goal: External storm sewer networks are designed from the existing storm sewer well located on the existing storm sewer network on the low relief of Hetman Mazepy Street with subsequent laying by horizontal directional drilling under roads and under the railway to the cut-in into the existing storm sewer well, which is located at the intersection of Proskurivska Street and Starokostyantynivske Shose Street (route 1) with subsequent drainage of storm drains along Starokostyantynivske Shose Street to the bypass canal of the Southern Bug River (route 2).
Construction is carried out by open method along the entire length of the pipeline, and the transitions under the road and railway - by horizontal directional drilling.