Water and sewage water management in the county of Szrzyny (Q112689): Difference between revisions
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(Created claim: summary (P836): The object of the project is the development of a sewerage network in the Gmina Szierzyn in the county of Sheieraki and Babia Góra with connection to the connections, in order to discharge the sanitary sewage to the existing sewage treatment plant in the Szrzynace.The district road of 1412K has been designed 2 sewerage sections. the Channel is designed so that it is technically possible for the inhabitants to be able to connect by gravity. The c...) |
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| Property / summary | |||
The object of the project is the development of a sewerage network in the Gmina Szierzyn in the county of Sheieraki and Babia Góra with connection to the connections, in order to discharge the sanitary sewage to the existing sewage treatment plant in the Szrzynace.The district road of 1412K has been designed 2 sewerage sections. the Channel is designed so that it is technically possible for the inhabitants to be able to connect by gravity. The channel crosses the drum.powiat will be replaced by P1P9, carried by a method without excavation, in a curtain tube. Waste water entering P1 pumping station P. on plot 1364. Is covered by the primary collector and connected to the ng of connection. They were invited with a channel of ms with a flow rate of 0,7ms in order to ensure self-cleaning. The scope of obejmuje:budowę the gravitational sanitary sewerage network located mainly in private areas, the construction of discharge pipes for sewage from the pumping station to the wells of expansion built on the gravity, construction of connections to the post for each session on which the building is located, construction of 2 pumping systems of 2 network pumping stations. The gravity sewers of the gravity sewers were used for FI250 PVCU SDR 135,98 meters, a pipe of FIU SDR 200 for the FICU SDR 34, and FI160 PVC SDR 7 832,33 SDR 34, as well as FI8 836,86 PVC SDR 100 SDR 17 series of heavy S 868.55 m. A P1 pipeline pump station 90 and dł.447,74mb, P2pipeline network pumping station 90, dł.370,68mb. Total collector mark ca. 9 655.28 km. The wells shall be designed to modify the direction of the collectors, to the collectors’ joints and to straight sections at least 60 m. (English) | |||
| Property / summary: The object of the project is the development of a sewerage network in the Gmina Szierzyn in the county of Sheieraki and Babia Góra with connection to the connections, in order to discharge the sanitary sewage to the existing sewage treatment plant in the Szrzynace.The district road of 1412K has been designed 2 sewerage sections. the Channel is designed so that it is technically possible for the inhabitants to be able to connect by gravity. The channel crosses the drum.powiat will be replaced by P1P9, carried by a method without excavation, in a curtain tube. Waste water entering P1 pumping station P. on plot 1364. Is covered by the primary collector and connected to the ng of connection. They were invited with a channel of ms with a flow rate of 0,7ms in order to ensure self-cleaning. The scope of obejmuje:budowę the gravitational sanitary sewerage network located mainly in private areas, the construction of discharge pipes for sewage from the pumping station to the wells of expansion built on the gravity, construction of connections to the post for each session on which the building is located, construction of 2 pumping systems of 2 network pumping stations. The gravity sewers of the gravity sewers were used for FI250 PVCU SDR 135,98 meters, a pipe of FIU SDR 200 for the FICU SDR 34, and FI160 PVC SDR 7 832,33 SDR 34, as well as FI8 836,86 PVC SDR 100 SDR 17 series of heavy S 868.55 m. A P1 pipeline pump station 90 and dł.447,74mb, P2pipeline network pumping station 90, dł.370,68mb. Total collector mark ca. 9 655.28 km. The wells shall be designed to modify the direction of the collectors, to the collectors’ joints and to straight sections at least 60 m. (English) / rank | |||
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Revision as of 12:02, 9 March 2020
Project in Poland financed by DG Regio
| Language | Label | Description | Also known as |
|---|---|---|---|
| English | Water and sewage water management in the county of Szrzyny |
Project in Poland financed by DG Regio |
Statements
3,684,659.06 zloty
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5,551,045.23 zloty
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85.0 percent
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19 May 2016
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31 July 2019
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GMINA SZERZYNY
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Przedmiotem proj. jest rozbudowa sieci kanalizacji w Gminie Szerzyny o dł.9655,28m w przysiółkach Maślaki i Babia Góra wraz z przyłączami, w celu odprowadzenia ścieków sanitarnych do istniejącej oczyszczalni ścieków w Szerzynach.Wzdłuż drogi powiatowej 1412K zaprojektowano 2 odcinki kanalizacji.Kanał zaprojektowany tak, aby mieszkańcy mieli techniczną możliwość podłączenia się grawitacyjnie. Kanał przecina dr.powiat przekr. oznaczone są kolejno P1P9, przejścia wykonane metodą bez wykopową przepychu w rurze osłonowej. Ścieki odprowadzane do przepompowni P1 zlok. na działce 1364. Zakresem jest objęty kolektor główny oraz podłączone do ng przyłącza. Zostały zaproj. kanały z min. spadkami przy zach.prędkości przepływu 0,7ms w celu zapewnienia samooczyszczenia. Zakres rzeczowy obejmuje:budowę grawitacyjnej sieci kanalizacji sanitarnej zlokalizowanej głównie na terenach prywatnych , budowę rurociągów tłocznych odprowadzających ścieki z przepompowni ścieków do studni rozprężnych zabudowanych na ciągach grawitacyjnych, budowę przyłączy do posesji dla każdej posesji na której znajduje się budynek, budowę 2 szt. układów przepompowych 2 pompowni sieciowych. Kanały kanalizacji sanitarnej grawitacyjnej zastosowano rury fi250 PVCU SDR szereg ciężki S 135,98 m, rura fi200 PVCU SDR 34 szereg ciężki S 7832,33 m oraz fi160 PVC SDR 34szereg ciężki S 868,55 m. Razem 8836,86 m. Ze wzg. na istniejące ukształtowanie terenu oraz brak możliwości graw.odpr. ścieków, przewidziano zastosowanie przepompowni ściekowych ścieków współpracujących z siecią grawitacyjną rury tłoczne z rur PE klasy PE 100 szereg SDR 17, na rurociągach przewidziano studnie rewizyjne DN1000. Pompownia sieciowa P1 śr.rurociągu 90 i dł.447,74mb, pompownia sieciowa P2śr.rurociągu 90, dł.370,68 mb. Razem dł. kolektora ok. 9655,28 km. Studnie projektuje się na zmianach kierunku kolektorów, połączeniach kolektorów i na prostych odcinkach nie rzadziej niż 60m. pozostała część opisów w części Q (Polish)
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The object of the project is the development of a sewerage network in the Gmina Szierzyn in the county of Sheieraki and Babia Góra with connection to the connections, in order to discharge the sanitary sewage to the existing sewage treatment plant in the Szrzynace.The district road of 1412K has been designed 2 sewerage sections. the Channel is designed so that it is technically possible for the inhabitants to be able to connect by gravity. The channel crosses the drum.powiat will be replaced by P1P9, carried by a method without excavation, in a curtain tube. Waste water entering P1 pumping station P. on plot 1364. Is covered by the primary collector and connected to the ng of connection. They were invited with a channel of ms with a flow rate of 0,7ms in order to ensure self-cleaning. The scope of obejmuje:budowę the gravitational sanitary sewerage network located mainly in private areas, the construction of discharge pipes for sewage from the pumping station to the wells of expansion built on the gravity, construction of connections to the post for each session on which the building is located, construction of 2 pumping systems of 2 network pumping stations. The gravity sewers of the gravity sewers were used for FI250 PVCU SDR 135,98 meters, a pipe of FIU SDR 200 for the FICU SDR 34, and FI160 PVC SDR 7 832,33 SDR 34, as well as FI8 836,86 PVC SDR 100 SDR 17 series of heavy S 868.55 m. A P1 pipeline pump station 90 and dł.447,74mb, P2pipeline network pumping station 90, dł.370,68mb. Total collector mark ca. 9 655.28 km. The wells shall be designed to modify the direction of the collectors, to the collectors’ joints and to straight sections at least 60 m. (English)
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Identifiers
RPMP.05.03.02-12-0055/17
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