a) The objective of the project, planned professional/technical results: In relation to the above, the present project aims to solve two parts of the task. In Task I, areas with insufficient or lack of drainage of rainwater are concerned. In particular, this involves the reconstruction and additional expansion of the Upper Town rainwater system. Task Part II develops a technical solution for the localisation and utilisation of rainwater drained from the inner part of the city. This essentially performs the water supply of the Sóstó by transferring rainwater from the main vertebral canal 1-0-0 and keeping the water in place. b) 3.1.1. The technical and technical content of the project by presenting the selected self-eligible activities: AB) Description of the planned rainwater channel — In the framework of the development partial canal renovation, complete canal renovation, and construction of a new canal will be carried out in the framework of task part I. Reconstruction tasks involving individual points but not related sections are necessary throughout the bay. As a rule, only 1 point, 1-2 m section or artifact of the rain canal system are affected, so it is not possible to mark it separately in the detailed site plan. These are the following main tasks: Replacement of penetrating penetrating condensation; reconstruction of the section of existing open trenches, leveling of sinkholes, replacement of broken sewer sections, lining of corroded sewer sections, replacement of crushed pits, mine-raising and mine cover, replacement of outdated, accident-threatening concrete mortars, refurbishment of reception estuaries. These renovations should be preceded by drain washing and camera testing in order to select the most optimal and economical technical solution. Details of the development are set out in Section 2.2 of PET. (BA) Facilities for Task II: subwater pool, subwater buffer area, K1 leak pool, É1 leak pool as detailed in Section 2.2 of PET. 3.2.2. The technical and technical content of the project by presenting the selected ineligible activities: a) Surface drainage control system for water level: (f) reconstruction and replacement of crossroad structures: According to our current knowledge, in the catchment area covered by the present planning documentation, it is expected that only a smaller volume will be replaced. On those sections where rainwater dripping ditches will be converted into a collecting channel, some access lines (drinking water, gas utilities) will be replaced. However, their exact location can only be determined at the stage of drawing up the design. During the crossing of possible sewage connections, it is likely that rainwater line structures (canals, ditches) should be located by choosing another flow bottom. There is no replacement of public utilities in the rainwater area, because the vertical position of the planned pressure line should be selected according to the conditions. The pressure line will intersect: the main Canal of Dong in the passageway of the Vadkerti Road; the Budapest-Celebia railway line; the operating path of MOL Zrt. C) Compliance with the conditions set out in point 3.2 of the call (1) In the course of the development, the development and reconstruction of the drainage network for the protection of inland area A, taking into account the objectives of rainwater management, and the development and reconstruction of a reservoir for the prevention and retention of water damage for the protection of the inland area B. (see PET 2.2). 2) The project is adapted to territorial conditions and to the river basin management plan (point 2.6 of the Project Preparatory Study). (3) The requirements of this point will be enforced during the authorisation procedure (verification of compliance with the conditions laid down in Sections 10-11 of Government Decree No 221/2004 (VII.21.) on certain rules of river basin management, environmental assessment before the start of the project). The project has only positive environmental impacts, no adverse environmental impact and no foreseeable climate risk: the project complies with all environmental and equal opportunities legislation and has no impact on energy use, environmental status of the project environment, water status and climate change. The Natura 2000 site is not affected by the project, it is not carried out as a greenfield investment, but in the case of a rural area the development also concerns an outlying part. The Climate Risk Statement has been submitted as an annex to the application. 4) Reducing the load of the rainwater drainage system is achieved by designing a subwater pool, buffer area and leaking pools. The objective is to transfer excess rainfall in the urban area to the planned pools and buffer areas, thus relieving the urban area