Development of rainwater drainage system in Tázlár” (Q3948933): Difference between revisions
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a) The aim of the project is to: Technical/technical results planned: Development of the existing rainwater network in the inner area of Tázlár village, addition of new rainwater collection and drainage network. As a result of the development, problematic sites (affected by inland water protection preparedness, havaria situation) will be eliminated, the sewer network will form a coherent network and will be able to drain the affected part of the settlement. The drainage of the settlement is designed in such a way that the rainwater can gather from its inner area without the formation of a contiguous water surface. From the area of the settlement, rainwaters are transferred to the surface reception area by means of open and earth-bed ditches, thus only the excess water is drained, thus reducing the burden on the recipient. (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. The drainage of the settlement is designed in such a way that the rainwater can gather from its inner area without the formation of a contiguous water surface. In addition to Soltvadkerti Road, it is not possible to create an open ground-bed canal, because there is too little space between the road and the pavement and the terrain alternates. The alternating design of covered and earthbed channels is technically inappropriate. The type of mounting element and the exact technical data are given during the technical and development phase of the project (milestone 1). In the Peace Street, a canal with a ground-bearing canal is set up in the gateways with the placement of passages. The exact sizing of the channel will be developed and specified during the technical development phase of the project. On the unparalleled side of Kecskeméti street (part in front of the park) it is possible to create a paved ditch due to local conditions. 3.1.2. The technical and technical content of the project by presenting the selected ineligible activities: B) During the investment, a public-controlled road network is cut in order to ensure the drainage, for which a lane restoration is planned, the extent of which does not exceed the internal limit imposed by the call on the basis of the preliminary calculations. F) The area has a ground-bearing drainage on the current track, no utility change is to be expected based on the depth of the drainage system to be designed. An accurate assessment of the need for a public utility change will be determined during milestone 1. In the design area there are plumbing, sewage pipelines, gas pipelines, electric and postal earth cables. compliance with the conditions set out in point 3.2 of the notice: 1) The development and reconstruction of the drainage network for the protection of the inland area is carried out in the course of development taking into account the objectives of rainwater management (see PET 2.2). 2) The project is adapted to territorial conditions and to the river basin management plan (as described in section 2.6 of the Preparatory Project 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, and the development affects both internal and external areas. The Climate Risk Statement has been submitted as an annex to the application. 4) Reducing the load of the rainwater drainage system is achieved through the introduction into the receiver and the development of channels with a basin of earth to the extent possible by local conditions. One of the fundamental aspects of the entire investment process was to drain only waters that cannot be retained or utilised in each area without harm. The damage events related to rainfall, internal or flooding in the area affected by the development (municipality or part of a settlement) or the breaking of the source from the surface (floating water) are described in detail in Section 1.6 of the project preparation study and a photo documentation on inland water preparation has been provided to confirm these. The calculation showing the ratio between the values to be protected under the investment and the total cost of the project is also included in PET (point 1.7): the main factor is that the value of the building stock (including residential and public buildings) is severa... (English) | |||||||||||||||
| Property / summary: a) The aim of the project is to: Technical/technical results planned: Development of the existing rainwater network in the inner area of Tázlár village, addition of new rainwater collection and drainage network. As a result of the development, problematic sites (affected by inland water protection preparedness, havaria situation) will be eliminated, the sewer network will form a coherent network and will be able to drain the affected part of the settlement. The drainage of the settlement is designed in such a way that the rainwater can gather from its inner area without the formation of a contiguous water surface. From the area of the settlement, rainwaters are transferred to the surface reception area by means of open and earth-bed ditches, thus only the excess water is drained, thus reducing the burden on the recipient. (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. The drainage of the settlement is designed in such a way that the rainwater can gather from its inner area without the formation of a contiguous water surface. In addition to Soltvadkerti Road, it is not possible to create an open ground-bed canal, because there is too little space between the road and the pavement and the terrain alternates. The alternating design of covered and earthbed channels is technically inappropriate. The type of mounting element and the exact technical data are given during the technical and development phase of the project (milestone 1). In the Peace Street, a canal with a ground-bearing canal is set up in the gateways with the placement of passages. The exact sizing of the channel will be developed and specified during the technical development phase of the project. On the unparalleled side of Kecskeméti street (part in front of the park) it is possible to create a paved ditch due to local conditions. 3.1.2. The technical and technical content of the project by presenting the selected ineligible activities: B) During the investment, a public-controlled road network is cut in order to ensure the drainage, for which a lane restoration is planned, the extent of which does not exceed the internal limit imposed by the call on the basis of the preliminary calculations. F) The area has a ground-bearing drainage on the current track, no utility change is to be expected based on the depth of the drainage system to be designed. An accurate assessment of the need for a public utility change will be determined during milestone 1. In the design area there are plumbing, sewage pipelines, gas pipelines, electric and postal earth cables. compliance with the conditions set out in point 3.2 of the notice: 1) The development and reconstruction of the drainage network for the protection of the inland area is carried out in the course of development taking into account the objectives of rainwater management (see PET 2.2). 2) The project is adapted to territorial conditions and to the river basin management plan (as described in section 2.6 of the Preparatory Project 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, and the development affects both internal and external areas. The Climate Risk Statement has been submitted as an annex to the application. 4) Reducing the load of the rainwater drainage system is achieved through the introduction into the receiver and the development of channels with a basin of earth to the extent possible by local conditions. One of the fundamental aspects of the entire investment process was to drain only waters that cannot be retained or utilised in each area without harm. The damage events related to rainfall, internal or flooding in the area affected by the development (municipality or part of a settlement) or the breaking of the source from the surface (floating water) are described in detail in Section 1.6 of the project preparation study and a photo documentation on inland water preparation has been provided to confirm these. The calculation showing the ratio between the values to be protected under the investment and the total cost of the project is also included in PET (point 1.7): the main factor is that the value of the building stock (including residential and public buildings) is severa... (English) / rank | |||||||||||||||
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| Property / summary: a) The aim of the project is to: Technical/technical results planned: Development of the existing rainwater network in the inner area of Tázlár village, addition of new rainwater collection and drainage network. As a result of the development, problematic sites (affected by inland water protection preparedness, havaria situation) will be eliminated, the sewer network will form a coherent network and will be able to drain the affected part of the settlement. The drainage of the settlement is designed in such a way that the rainwater can gather from its inner area without the formation of a contiguous water surface. From the area of the settlement, rainwaters are transferred to the surface reception area by means of open and earth-bed ditches, thus only the excess water is drained, thus reducing the burden on the recipient. (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. The drainage of the settlement is designed in such a way that the rainwater can gather from its inner area without the formation of a contiguous water surface. In addition to Soltvadkerti Road, it is not possible to create an open ground-bed canal, because there is too little space between the road and the pavement and the terrain alternates. The alternating design of covered and earthbed channels is technically inappropriate. The type of mounting element and the exact technical data are given during the technical and development phase of the project (milestone 1). In the Peace Street, a canal with a ground-bearing canal is set up in the gateways with the placement of passages. The exact sizing of the channel will be developed and specified during the technical development phase of the project. On the unparalleled side of Kecskeméti street (part in front of the park) it is possible to create a paved ditch due to local conditions. 3.1.2. The technical and technical content of the project by presenting the selected ineligible activities: B) During the investment, a public-controlled road network is cut in order to ensure the drainage, for which a lane restoration is planned, the extent of which does not exceed the internal limit imposed by the call on the basis of the preliminary calculations. F) The area has a ground-bearing drainage on the current track, no utility change is to be expected based on the depth of the drainage system to be designed. An accurate assessment of the need for a public utility change will be determined during milestone 1. In the design area there are plumbing, sewage pipelines, gas pipelines, electric and postal earth cables. compliance with the conditions set out in point 3.2 of the notice: 1) The development and reconstruction of the drainage network for the protection of the inland area is carried out in the course of development taking into account the objectives of rainwater management (see PET 2.2). 2) The project is adapted to territorial conditions and to the river basin management plan (as described in section 2.6 of the Preparatory Project 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, and the development affects both internal and external areas. The Climate Risk Statement has been submitted as an annex to the application. 4) Reducing the load of the rainwater drainage system is achieved through the introduction into the receiver and the development of channels with a basin of earth to the extent possible by local conditions. One of the fundamental aspects of the entire investment process was to drain only waters that cannot be retained or utilised in each area without harm. The damage events related to rainfall, internal or flooding in the area affected by the development (municipality or part of a settlement) or the breaking of the source from the surface (floating water) are described in detail in Section 1.6 of the project preparation study and a photo documentation on inland water preparation has been provided to confirm these. The calculation showing the ratio between the values to be protected under the investment and the total cost of the project is also included in PET (point 1.7): the main factor is that the value of the building stock (including residential and public buildings) is severa... (English) / qualifier | |||||||||||||||
point in time: 9 February 2022
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Revision as of 12:10, 9 February 2022
Project Q3948933 in Hungary
| Language | Label | Description | Also known as |
|---|---|---|---|
| English | Development of rainwater drainage system in Tázlár” |
Project Q3948933 in Hungary |
Statements
41,000,000 forint
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124,531.833 Euro
0.0027336256 Euro
15 December 2021
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45,555,555.556 forint
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90.0 percent
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1 June 2017
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30 June 2021
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TÁZLÁR KÖZSÉG ÖNKORMÁNYZATA
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46°32'18.89"N, 19°30'32.00"E
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a) A projekt célja: A tervezett szakmai/műszaki eredmények: Tázlár község belterületén a meglévő csapadékvíz hálózat fejlesztése, új csapadékvíz gyűjtő- és elvezető hálózattal való kiegészítése. A fejlesztés eredményeként a problémás (belvízvédelmi készültséggel, havaria helyzettel érintett) helyek megszűnnek, a csatornahálózat összefüggő hálózatot alkot és képes lesz a település érintett részének vízelvezetését ellátni. A település csapadékcsatornázása úgy kerül kialakításra, hogy belterületéről a csapadékvíz összefüggő vízfelület kialakulása nélkül tudjon összegyülekezni. A település területéről nyílt burkolt és földmedrű árkok segítségével jutnak el a csapadékvizek a felszíni befogadóba, ezáltal csak a többletvizek kerülnek elvezetésre, így kevésbé terhelik a befogadót. b) 3.1.1. A projekt szakmai-műszaki tartalma a választott önállóan támogatható tevékenységek bemutatásával: Ab) A tervezett csapadékvíz csatorna ismertetése. A település csapadékcsatornázása úgy kerül kialakításra, hogy belterületéről a csapadékvíz összefüggő vízfelület kialakulása nélkül tudjon összegyülekezni. A Soltvadkerti út mellett nyílt földmedrű csatorna kialakítása nem lehetséges, mert az úttest és a járda között túl kevés a hely és váltakozik a terepszint is. Burkolt és földmedrű csatornák váltakozó kialakítása műszakilag nem megfelelő. A mederburkoló elem típusát és a pontos műszaki adatokat a projekt műszaki-fejlesztési szakaszában (1. mérföldkő) adjuk meg. A Béke utcában földmedrű csatorna kerül kialakításra a kapubejárókban átereszek elhelyezésével. A csatorna pontos méretezése a projekt műszaki fejlesztési szakaszában kerül kidolgozásra és megadásra. Kecskeméti utca páratlan oldalán, (park előtti szakasz) az út mellett burkolt árok kialakítására van lehetőség a helyi adottságok miatt. 3.1.2. A projekt szakmai-műszaki tartalma a választott önállóan nem támogatható tevékenységek bemutatásával: b) A beruházás során állami kezelésű úthálózat kerül átvágásra az elvezetés biztosítása érdekében, melyre sávos helyreállítás kerül betervezésre, mértéke az előzetes kalkulációk alapján nem haladja meg a felhívás által szabott belső korlátot. f) A területen a jelenlegi nyomvonalon földmedrű szikkasztó jellegű csatorna üzemel, a betervezésre kerülő elvezető rendszer mélysége alapján közműkiváltással nem kell számolni. A közműkiváltás szükségességének pontos felmérése az 1. mérföldkő során kerül meghatározásra. A tervezési területen vízvezeték, szennyvíz vezeték, gázvezetékek, elektromos és postai földkábel üzemel. c) a felhívás 3.2 pontjában előírt feltételek teljesülése: 1) A fejlesztés során az önállóan támogatható tevékenységek közül az A.) Belterület védelmét szolgáló vízelvezető hálózat fejlesztése, rekonstrukciója a csapadékvíz-gazdálkodás céljainak figyelembe vételével valósul meg (lásd PET 2.2). 2) A projekt a területi adottságokhoz és a vízgyűjtő-gazdálkodási tervhez illeszkedik (a Projekt-előkészítő tanulmány 2.6 pontjában került bemutatásra). 3) A felhívás e pontban szereplő előírásai az engedélyeztetési eljárás során kerülnek érvényesítésre (a vízgyűjtő-gazdálkodás egyes szabályairól szóló 221/2004 (VII.21.) Korm. rendelet 10.-11. §-ában előírt feltételek teljesülésének igazolása, környezeti állapotfelmérés a beruházás megkezdése előtt). A projekt során csak pozitív környezeti hatások jelentkeznek, káros környezeti hatás nem, valamint a projektnek nincs előre látható klímakockázata: a projekt valamennyi környezeti, esélyegyenlőségi jogszabálynak megfelel, és az energiafelhasználásra, a projekt környezetének ökológiai állapotára, a vizek állapotára és a klímaváltozásra hatása nincs. Natura 2000 területet a beruházás nem érint, nem zöldmezős beruházásként valósul meg, bel- és külterületi részt érint a fejlesztés. A klímakockázatról szóló nyilatkozat a pályázat mellékleteként benyújtásra került. 4) A csapadékvíz elvezető rendszer terhelésének csökkentése a befogadóba történő bevezetéssel valamint a területi adottságok nyújtotta lehetőségekhez mérten földmedrű csatornák kialakításával valósul meg. A teljes beruházási folyamatnak egyik alapvető szempontja volt az, hogy kizárólag az egyes területeken károkozás nélkül vissza nem tartható, ott nem hasznosítható vizeket vezessük el. A fejlesztés által érintett területen (településen vagy településrészen) bekövetkezett csapadék-, bel-, vagy árvízzel vagy a felszín alóli forrásfeltöréssel (fakadó vízzel) összefüggő káreseményeket a részletesen a Projekt-előkészítő tanulmány 1.6 pontja tartalmazza és ezek igazolására a belvízkészültséggel kapcsolatos fotódokumentáció csatolásra került. A beruházás keretében védendő értékek és a projekt összköltségének arányát bemutató számítás szintén a PET-ben (1.7 pont) szerepel: fő tényezőként elmondható, hogy az épületállomány (lakó és közintézményi ingatlanokat is beleértve) értéke többszöröse a beruházási értéknek. A tanulmány 1. sz. mellékleteként benyújtásra került, az érintett területi lehatárolást bemutató helyszínrajzon melye (Hungarian)
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a) The aim of the project is to: Technical/technical results planned: Development of the existing rainwater network in the inner area of Tázlár village, addition of new rainwater collection and drainage network. As a result of the development, problematic sites (affected by inland water protection preparedness, havaria situation) will be eliminated, the sewer network will form a coherent network and will be able to drain the affected part of the settlement. The drainage of the settlement is designed in such a way that the rainwater can gather from its inner area without the formation of a contiguous water surface. From the area of the settlement, rainwaters are transferred to the surface reception area by means of open and earth-bed ditches, thus only the excess water is drained, thus reducing the burden on the recipient. (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. The drainage of the settlement is designed in such a way that the rainwater can gather from its inner area without the formation of a contiguous water surface. In addition to Soltvadkerti Road, it is not possible to create an open ground-bed canal, because there is too little space between the road and the pavement and the terrain alternates. The alternating design of covered and earthbed channels is technically inappropriate. The type of mounting element and the exact technical data are given during the technical and development phase of the project (milestone 1). In the Peace Street, a canal with a ground-bearing canal is set up in the gateways with the placement of passages. The exact sizing of the channel will be developed and specified during the technical development phase of the project. On the unparalleled side of Kecskeméti street (part in front of the park) it is possible to create a paved ditch due to local conditions. 3.1.2. The technical and technical content of the project by presenting the selected ineligible activities: B) During the investment, a public-controlled road network is cut in order to ensure the drainage, for which a lane restoration is planned, the extent of which does not exceed the internal limit imposed by the call on the basis of the preliminary calculations. F) The area has a ground-bearing drainage on the current track, no utility change is to be expected based on the depth of the drainage system to be designed. An accurate assessment of the need for a public utility change will be determined during milestone 1. In the design area there are plumbing, sewage pipelines, gas pipelines, electric and postal earth cables. compliance with the conditions set out in point 3.2 of the notice: 1) The development and reconstruction of the drainage network for the protection of the inland area is carried out in the course of development taking into account the objectives of rainwater management (see PET 2.2). 2) The project is adapted to territorial conditions and to the river basin management plan (as described in section 2.6 of the Preparatory Project 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, and the development affects both internal and external areas. The Climate Risk Statement has been submitted as an annex to the application. 4) Reducing the load of the rainwater drainage system is achieved through the introduction into the receiver and the development of channels with a basin of earth to the extent possible by local conditions. One of the fundamental aspects of the entire investment process was to drain only waters that cannot be retained or utilised in each area without harm. The damage events related to rainfall, internal or flooding in the area affected by the development (municipality or part of a settlement) or the breaking of the source from the surface (floating water) are described in detail in Section 1.6 of the project preparation study and a photo documentation on inland water preparation has been provided to confirm these. The calculation showing the ratio between the values to be protected under the investment and the total cost of the project is also included in PET (point 1.7): the main factor is that the value of the building stock (including residential and public buildings) is severa... (English)
9 February 2022
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Tázlár, Bács-Kiskun
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Identifiers
TOP-2.1.3-15-BK1-2016-00017
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