Water management in the city of Gorzów Wlkp. — Stage I (Q85051): Difference between revisions
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(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...) |
(Created claim: summary (P836): Zad.1: Development of rainwater in the water catchment area ul. Olympics, Fig.2: Development of rainwater in the water catchment area ul. Slavic, Zad.3: Development of rainwater in the water catchment area ul. Emerald, Fig.4: Development of rainwater in the water catchment area ul. Gravel, the total cost of the project is estimated at PLN 63 353 221.66. Natural or natural methods are used in the project. The planned use of rainwater in the proje...) |
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Zad.1: Development of rainwater in the water catchment area ul. Olympics, Fig.2: Development of rainwater in the water catchment area ul. Slavic, Zad.3: Development of rainwater in the water catchment area ul. Emerald, Fig.4: Development of rainwater in the water catchment area ul. Gravel, the total cost of the project is estimated at PLN 63 353 221.66. Natural or natural methods are used in the project. The planned use of rainwater in the project is: — draining to the ground in the amount of 27897 m³, – use for economic purposes in the amount of 3415 m³, – intake of water to supply the shanks in the amount of 164.25 m³. As part of the project, rainwater drainage with a total length of 7121 m will be built or modernised. As part of the project, a total of 8 storage tanks will be built/modernised, both open and closed. In the areas covered by the project, the total impermeable surface size is 1025090 m², the change in surface type (sealing) is 1200 m². (English) | |||||||||||||||
| Property / summary: Zad.1: Development of rainwater in the water catchment area ul. Olympics, Fig.2: Development of rainwater in the water catchment area ul. Slavic, Zad.3: Development of rainwater in the water catchment area ul. Emerald, Fig.4: Development of rainwater in the water catchment area ul. Gravel, the total cost of the project is estimated at PLN 63 353 221.66. Natural or natural methods are used in the project. The planned use of rainwater in the project is: — draining to the ground in the amount of 27897 m³, – use for economic purposes in the amount of 3415 m³, – intake of water to supply the shanks in the amount of 164.25 m³. As part of the project, rainwater drainage with a total length of 7121 m will be built or modernised. As part of the project, a total of 8 storage tanks will be built/modernised, both open and closed. In the areas covered by the project, the total impermeable surface size is 1025090 m², the change in surface type (sealing) is 1200 m². (English) / rank | |||||||||||||||
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| Property / summary: Zad.1: Development of rainwater in the water catchment area ul. Olympics, Fig.2: Development of rainwater in the water catchment area ul. Slavic, Zad.3: Development of rainwater in the water catchment area ul. Emerald, Fig.4: Development of rainwater in the water catchment area ul. Gravel, the total cost of the project is estimated at PLN 63 353 221.66. Natural or natural methods are used in the project. The planned use of rainwater in the project is: — draining to the ground in the amount of 27897 m³, – use for economic purposes in the amount of 3415 m³, – intake of water to supply the shanks in the amount of 164.25 m³. As part of the project, rainwater drainage with a total length of 7121 m will be built or modernised. As part of the project, a total of 8 storage tanks will be built/modernised, both open and closed. In the areas covered by the project, the total impermeable surface size is 1025090 m², the change in surface type (sealing) is 1200 m². (English) / qualifier | |||||||||||||||
point in time: 14 October 2020
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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
53,647,411.32 zloty
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63,114,601.62 zloty
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85.0 percent
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1 January 2014
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31 December 2020
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MIASTO GORZÓW WIELKOPOLSKI
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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)
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Zad.1: Development of rainwater in the water catchment area ul. Olympics, Fig.2: Development of rainwater in the water catchment area ul. Slavic, Zad.3: Development of rainwater in the water catchment area ul. Emerald, Fig.4: Development of rainwater in the water catchment area ul. Gravel, the total cost of the project is estimated at PLN 63 353 221.66. Natural or natural methods are used in the project. The planned use of rainwater in the project is: — draining to the ground in the amount of 27897 m³, – use for economic purposes in the amount of 3415 m³, – intake of water to supply the shanks in the amount of 164.25 m³. As part of the project, rainwater drainage with a total length of 7121 m will be built or modernised. As part of the project, a total of 8 storage tanks will be built/modernised, both open and closed. In the areas covered by the project, the total impermeable surface size is 1025090 m², the change in surface type (sealing) is 1200 m². (English)
14 October 2020
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Identifiers
POIS.02.01.00-00-0006/17
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