|TITLE:||Final Study of Interior Drainage Networks of St. Thomas and Kleidi Settlements of the Municipality of Tanagra and Transportation Projects of the Waste Water Treatment Plant of Schimatari, Oinofita|
|NAME OF CLIENT:||Municipality of Tanagra|
|TYPE OF SERVICES PROVIDED:||Final study of hydraulic works and electromechanical sewerage works of the settlements and the external flow works of wastewater and the required structural studies.|
|NAME OF LEGAL ENTITY:||ALKOPLAN MELETITIKI L.P.|
|PLACE:||Municipality of Tanagra, Prefecture of Viotia|
|DETAILED DESCRIPTION OF PROJECT:||Final Study of Interior Drainage Networks of St. Thomas and Kleidi Settlements of the Municipality of Tanagra and Transportation Projects of the Waste Water Treatment Plant of Schimatari, Oinofita. They include the construction of main pipelines, secondary pipelines in the settlements and the connection cables to all buildings of the settlements. The study area is restricted to settlements Ag. Thomas Key and transportation works in the existing wastewater treatment plant of Schimatari – Oinofyta.|
The network design aims for a total peak flow of 71,91m3 / h (year 2053)
Construction of three (3) wastewater pumping station. Two (A / S1 & 2) are based inside the villages (one in each village) and the third (A / C 3) is placed adjacent to the bed of the river Scamander, to transport the wastewater of the two settlements to the WWTP. The design flow (year 2033) for the pumping station A/S1 is 11,05 l/sec, for A/S2 0,62 l/sec for A/S3 5,36l/sec. The transportation of the wastewater to the existing WWTP of Schimatari – Oinofyta is through those three pumping stations along the Inoi Avenue, with the insertion of a part of a gravitational pipeline between the discharge pipelines.