Water management in the city of Gorzów Wlkp. — Stage I (Q85051): Difference between revisions

From EU Knowledge Graph
Jump to navigation Jump to search
(‎Changed an Item: Fixing rounding issue)
(‎Removed claim: summary (P836): Zad.1:Water management in the catchment area of the river.For Olympic, Zad.2:Water management in the catchment area of the river.Slavic, Zad.3:Water management in the catchment area of the river.Passion fruit, Zad.4:Water management in the catchment area of the river.The gravel, the total cost of the project is estimated at PLN 63 353 221,66.The project uses natural or natural based methods.The way in which the rainwater is to be used in the p...)
Property / summary
Zad.1:Water management in the catchment area of the river.For Olympic, Zad.2:Water management in the catchment area of the river.Slavic, Zad.3:Water management in the catchment area of the river.Passion fruit, Zad.4:Water management in the catchment area of the river.The gravel, the total cost of the project is estimated at PLN 63 353 221,66.The project uses natural or natural based methods.The way in which the rainwater is to be used in the project is the following:— soaking in the land of 27 897 m³, — use for economic purposes of 3 415 m³, — water abstraction of 164.25 m³ in quantities of m³. consequently, a 31 % volume water volume of the water volume of the retained water is planned to be reused.As part of the project, storm drainage will be built or upgraded with a combined sewer system of 7 121 m. it will be a gravity sewer.As part of the project, a total of 8 retention basins, both open and closed, will be built/modernised.In the areas covered by the draft, the total surface area of an impermeable surface is 1 025 090 m² and the type of surface (clearance) is changed to 1 200 m². (English)
 
Property / summary: Zad.1:Water management in the catchment area of the river.For Olympic, Zad.2:Water management in the catchment area of the river.Slavic, Zad.3:Water management in the catchment area of the river.Passion fruit, Zad.4:Water management in the catchment area of the river.The gravel, the total cost of the project is estimated at PLN 63 353 221,66.The project uses natural or natural based methods.The way in which the rainwater is to be used in the project is the following:— soaking in the land of 27 897 m³, — use for economic purposes of 3 415 m³, — water abstraction of 164.25 m³ in quantities of m³. consequently, a 31 % volume water volume of the water volume of the retained water is planned to be reused.As part of the project, storm drainage will be built or upgraded with a combined sewer system of 7 121 m. it will be a gravity sewer.As part of the project, a total of 8 retention basins, both open and closed, will be built/modernised.In the areas covered by the draft, the total surface area of an impermeable surface is 1 025 090 m² and the type of surface (clearance) is changed to 1 200 m². (English) / rank
Normal rank
 

Revision as of 14:53, 14 October 2020

Project in Poland financed by DG Regio
Language Label Description Also known as
English
Water management in the city of Gorzów Wlkp. — Stage I
Project in Poland financed by DG Regio

    Statements

    0 references
    53,647,411.32 zloty
    0 references
    12,875,378.72 Euro
    13 January 2020
    0 references
    63,114,601.62 zloty
    0 references
    15,147,504.39 Euro
    13 January 2020
    0 references
    85.0 percent
    0 references
    1 January 2014
    0 references
    31 December 2020
    0 references
    MIASTO GORZÓW WIELKOPOLSKI
    0 references
    0 references
    0 references
    Zad.1: Zagospodarowanie wód opadowych w zlewni ul. Olimpijskiej, Zad.2: Zagospodarowanie wód opadowych w zlewni ul. Słowiańskiej, Zad.3: Zagospodarowanie wód opadowych w zlewni ul. Szmaragdowej, Zad.4: Zagospodarowanie wód opadowych w zlewni ul. Żwirowej, Całkowity koszt projektu szacuje się na poziomie 63 353 221,66 zł. W projekcie zastosowane są metody naturalne lub bazujące na naturalnych. Planowany sposób wykorzystania wód opadowych w projekcie to: - rozsączanie do gruntu w ilości 27897 m3, - wykorzystanie na cele gospodarcze w ilości 3415 m3, - pobór wody do zasilania szaletów w ilości 164,25m3 W związku z powyższym planuje się 31 % objętości wód objętości wód zatrzymanych, zretencjonowanych wykorzystać. W ramach projektu wybudowana lub zmodernizowana zostanie kanalizacja deszczowa o łącznej dł 7121 m. Będzie to kanalizacja grawitacyjna. W ramach projektu zostanie wybudowanych/zmodernizowanych łącznie 8 zbiorników retencyjnych, zarówno otwartych, jak i zamkniętych. Na obszarach objętych projektem sumaryczna wielkość powierzchni nieprzepuszczalnych wynosi 1 025 090 m2 zmiana rodzaju powierzchni (rozszczelnienia) wynosi 1 200m2. (Polish)
    0 references

    Identifiers

    POIS.02.01.00-00-0006/17
    0 references