| Sector: Wastewater | |||||||||||||||||||||
| Sub-Sector / Technically Autonomous Unit (Network, basin, ..): Beirut and Mount Lebanon Water & Wastewater Establishment | |||||||||||||||||||||
| Component | Present Situation | Target Situation | Projects | Characteristics | Priority | ||||||||||||||||
| Technical Constraints | Cost | Impact | Uncertainty | ||||||||||||||||||
| Sector | Sub-sector | Geographic area | Sp | St | ∆S | Description | Min. delay to start | Min. constr. period | Million US$ | Land value / expro (a') | Yearly maintenance cost (b) | Major rehab/replac. cost (c ) | Span for rehab/replc (d) | Yearly operation cost (e) | Uncertainty | (High, Medium, Low) | |||||
| (Year) | (Year) | % | % | % | |||||||||||||||||
| Physical Stock | |||||||||||||||||||||
| 1. Collection network | Beirut: | ||||||||||||||||||||
| 90% of population connected to sewerage network; Sewer length within Beirut water office: 312 km; Estimated investment cost: US$ 19 million | 100% of population served; Population served: 0.6 million | Included elsewhere | Minimizing pollution risk | ||||||||||||||||||
| Existing collection networks have been upgraded to replace damaged and low capacity networks and expanded to cover previously unsewered areas. Main interceptors and collectors for conveying the sewage generated in Beirut to Ghadir and Bourj Hammoud treatment plants, main arteries for stormwater. Illegal discharge of stormwater into sewers and sewers into stormdrains is common. An investment cost of US$ 70 million has been spent since 1992, 55% of which were for rehabilitation and upgrading and 45% for new facilities | Network deficiencies (capacity, settlement, leakages, combined sewage & stormwater) solved | Upgrading all existing networks and seperating sewage and stormwater networks. It requires a land use survey, a detailed house connection survey to identify sewage and stormwater connections, developing options for stormwater collection, network capacity simulation, & regular O&M. The areas to be covered are: (1) Mazraa & Mseitbeh, (2) Achrafieh, Rmeil, Saife & Mdawar, (3) Bachoura, Ras el Nabeh, (4) Ras Beirut - Mseitbeh | This is part of the road and infrastructure rehabilitation and upgrading program; its estimated cost is US$ 95 million | 10% | Reduces malfunctions; Improves efficiency of STP | M | 1 | ||||||||||||||
| Continuation of this same program estimated at US$75 million to complete network separation | M | 3 | |||||||||||||||||||
| Waste water | M.Lebanon | Beirut sport city - Haret Hreik/ Sands canal connection constructed and operational | Design, tendering, construction & supervision | 3 | 2 | 3 | 0 | 1 | 20 | 50 | 10 | 25% | M | 2 | |||||||
| Waste water | M.Lebanon | Secondary lines constructed and operational | Design, tendering, construction & supervision | 2 | 5 | 4 | 0 | 1 | 20 | 50 | 10 | 25% | L | 1 | |||||||
| Waste water | M.Lebanon | Secondary lines constructed and operational | Design, tendering, construction & supervision | 2 | 5 | 4 | 0 | 1 | 20 | 50 | 10 | 25% | M | 2 | |||||||
| Metn: | |||||||||||||||||||||
| Waste water | M.Lebanon | Within Greater Beirut: 75% of population connected to sewerage network; other main villages 50% connected; others 10% connected; Collectors from uphill villages to coastal STP not constructed; Sewer length: 41 km; Estimated investment cost: US$ 2.5 million. The feasibility study and prelimimary design were updated in 2000 based on the 1982 scheme without assessing new possible sewerage schemes. Feasibility studies were undertaken for Baabdat, Dleibeh & Sfeileh; their project outcome were administratively and politically rejected under pretention that they are in contracdiction with the initial 1982 scheme, which could be outdated. | Master plan for Northern Beirut Basin updated, including identification of water resources to be protected, identifying and studying new sewerage schemes, establishing priorities & construction schedule, & setting construction standards & workmanship; 100% of population within Greater Beirut served. Sewerage schemes are designed and implemented based on basins rather than municiplities. | Upgrading all existing networks and seperating sewage and stormwater networks within Greater Beirut up to an elevation to be determined by the feasibility. Beyond such limit storm drains to be discharges into water streams. It requires a land use survey, a detailed house connection survey to identify sewage and stormwater connections, developing options for stormwater collection, network capacity simulation, & regular O&M. | Establishing the Administrative set up | 2 | 1 | 0.5 | 0 | 0 | 0 | 0 | 0 | 25% | Optimization of investment | M | 2 | ||||
| Waste water | M.Lebanon | Existing collection networks have been upgraded to replace damaged and low capacity networks and expanded to cover previously unsewered areas. Main interceptors and collectors for conveying the sewage generated within Beirut to Bourj Hammoud treatment plant, main arteries for stormwater. Illegal discharge of stormwater into sewers and sewers into stormdrains is common. An investment cost of US$ 40 million has been spent since 1992, 35% of which were for rehabilitation and upgrading and 65% for new facilities. Most of the new investments was for the Dbaiyeh-Borj Hammoud collector. Collector Khenchara-Choueir has been constructed. | Network deficiencies (capacity, settlement, leakages, combined sewage & stormwater) solved | Upgrading all existing networks and seperating sewage and stormwater networks. It requires a land use survey, a detailed house connection survey to identify sewage and stormwater connections, developing options for stormwater collection, network capacity simulation, & regular O&M. | This is part of the road and infrastructure rehabilitation and upgrading program; its estimated cost is US$ 24 million. However, the Establishment should enforce the standard construction details. | 2 | 4 | 25% | Minimizes pollution risk; Reduces malfunctions; Improves efficiency of STP; Reduces O&M & replacement costs; Optimization of investment | M | 2 | ||||||||||
| Collector Ain El Qabou - Baskinta constructed and operational | Design, tendering, construction & supervision | 2 | 2.5 | 3 | 0 | 1 | 20 | 50 | 10 | 25% | L | 1 | |||||||||
| Waste water | M.Lebanon | Branches of collector Fayadiyeh to Saoufar & Chouite constructed and operational | Design, tendering, construction & supervision | 2 | 3 | 1.2 | 0 | 1 | 20 | 50 | 10 | 25% | L | 1 | |||||||
| Waste water | M.Lebanon | Branches of collector Fayadiyeh to Saoufar & Chouite constructed and operational | Design, tendering, construction & supervision | 2 | 3 | 3 | 0 | 1 | 20 | 50 | 10 | 25% | M | 2 | |||||||
| Waste water | M.Lebanon | Collector Dekouaneh-Kafra constructed and operational | Design, tendering, construction & supervision | 2 | 3 | 0.9 | 0 | 1 | 20 | 50 | 10 | 25% | L | 1 | |||||||
| Waste water | M.Lebanon | Collector Nahr El Maout - Zalka - Amaret Chalhoub - Jdaide constructed and operational | Design, tendering, construction & supervision | 2 | 3 | 0.3 | 0 | 1 | 20 | 50 | 10 | 25% | L | 1 | |||||||
| Waste water | M.Lebanon | Collector Bsalim - Jouret El Ballout - Dhour Broummana - Qannabeh constructed and operational | Design, tendering, construction & supervision | 2 | 3 | 0.9 | 0 | 1 | 20 | 50 | 10 | 25% | L | 1 | |||||||
| Waste water | M.Lebanon | Collector Antelias constructed and operational | Design, tendering, construction & supervision | 2 | 3 | 0.2 | 0 | 1 | 20 | 50 | 10 | 25% | L | 1 | |||||||
| Waste water | M.Lebanon | Collector Nakkach - Aoukar - Dbaiyeh - Beiut Ech Chaar constructed and operational | Design, tendering, construction & supervision | 2 | 3 | 1.5 | 0 | 1 | 20 | 50 | 10 | 25% | L | 1 | |||||||
| Waste water | M.Lebanon | Collector Nahr El Kalb - Zakrit - Qornet Hamra - Beit Chabab - Chaouieh constructed and operational | Design, tendering, construction & supervision | 2 | 3 | 4.6 | 0 | 1 | 20 | 50 | 10 | 25% | L | 1 | |||||||
| Waste water | M.Lebanon | Collector El Miyasseh - Mar Boutros - Ain El Kharroube - Delbe constructed and operational | Design, tendering, construction & supervision | 2 | 2.5 | 2 | 0 | 1 | 20 | 50 | 10 | 25% | L | 1 | |||||||
| Waste water | M.Lebanon | Collector Aayoun - Masqa - Ghabeh - Beit Merry to STP constructed and operational | Design, tendering, construction & supervision | 2 | 2 | 1.1 | 0 | 1 | 20 | 50 | 10 | 25% | L | 1 | |||||||
| Waste water | M.Lebanon | Collector Aayoun - Masqa - Ghabeh - Beit Merry to STP constructed and operational | Design, tendering, construction & supervision | 2 | 2 | 1 | 0 | 1 | 20 | 50 | 10 | 25% | M | 2 | |||||||
| Waste water | M.Lebanon | Collector Ras El Metn - Deir El Harf; Arsoun - Jouret Arsoun-Qornayel; Btebiat-Btekhney-Falougha; Bmariam-El Khreibeh-Hammana-ElKhalouat-Qalaa constructed and operational | Design, tendering, construction & supervision | 2 | 2 | 2 | 0 | 1 | 20 | 50 | 10 | 25% | L | 1 | |||||||
| Waste water | M.Lebanon | Collector Ras El Metn - Deir El Harf; Arsoun - Jouret Arsoun-Qornayel; Btebiat-Btekhney-Falougha; Bmariam-El Khreibeh-Hammana-ElKhalouat-Qalaa constructed and operational | Design, tendering, construction & supervision | 2 | 2 | 4.5 | 0 | 1 | 20 | 50 | 10 | 25% | M | 2 | |||||||
| Waste water | M.Lebanon | Collector Qennabeh - Sfayla - Baabdate - Mar Moussa - Ed Douar - El Ayroun. Ech Choueir. Dahr Es Souane. El Arbanieh - Dlaibeh - Salima - Dhour Salima - Roueissat Salima. Hasbaya - Bzebdine - Jouar El Haouz - Kfar Selouane constructed and operational | Design, tendering, construction & supervision | 2 | 2.5 | 2 | 0 | 1 | 20 | 50 | 10 | 25% | L | 1 | |||||||
| Baabda: | |||||||||||||||||||||
| Waste water | M.Lebanon | Within Greater Beirut: 75% of population connected to sewerage network (Baabda, Hazmieh, Hadath, Wadi Chahrour, Borj Barajneh); other main villages 50% connected; others 10% connected; Collectors from uphill villages to coastal STP not constructed; Sewer length within Ain el Delbe water office: 245 km; Estimated investment cost since 1992: US$ 26 million, of which include upgrading of infrastructure utilities in southern Beirut sub-urbs including construction of main arteries for storm drains, O&M for the Ghadir treatment plant and sea outfall, rehabilitation of infrstructure utilities in displaced villages, construction of the main collectors Beirut-Ghadir and Damour Ghadir, and preparation of TD for Qmatiyeh network | Master plan for Southern Beirut Basin updated, including identification of water resources to be protected, identification and analysis of options for collection and treatment of up-hill areas, establishing priorities & construction schedule, & setting construction standards & workmanship; water resources protected and 100% of population within Greater Beirut served | Upgrading all existing networks and seperating sewage and stormwater networks within Greater Beirut up to an elevation to be determined by the feasibility. Beyond such limit storm drains to be discharges into water streams. It requires a land use survey, a detailed house connection survey to identify sewage and stormwater connections, developing options for stormwater collection, network capacity simulation, & regular O&M. | Establishing the Administrative set up | 2 | 1 | 0.5 | 0 | 0 | 0 | 0 | 0 | 50% | Optimization of investment | M | 1 | ||||
| Waste water | M.Lebanon | Network deficiencies (capacity, settlement, leakages, combined sewage & stormwater) solved. Main arteries for stormwater drainage constructed. | Upgrading all existing networks (outside Greater Beirut) is initiated | Considered part of the O&M of the networks. However, the Establishment should enforce the standard construction details. | 2 | 4 | 3 | 0 | 1 | 20 | 50 | 10 | 25% | Minimizes pollution risk; Reduces malfunctions; Improves efficiency of STP; Reduces O&M & replacement costs; Optimization of investment | L | 0 | |||||
| Waste water | M.Lebanon | Collector Fayadieh - Saoudar & Chouite constructed and operational | Design, tendering, construction & supervision | 2 | 3 | 8.6 | 0 | 1 | 20 | 50 | 10 | 25% | L | 1 | |||||||
| Collector Jisr El Bacha - Fayadieh constructed and operational | Design, tendering, construction & supervision | 2 | 3 | 0.6 | 0 | 1 | 20 | 50 | 10 | 25% | L | 1 | |||||||||
| Collector Nahr Beirut - Monteverde - El Daychounie constructed and operational | Design, tendering, construction & supervision | 2 | 3 | 2.2 | 0 | 1 | 20 | 50 | 10 | 25% | L | 1 | |||||||||
| Collector Ras El Metn - Deir El Harf; Arsoun - Jouret Arsoun-Qornayel; Btebiat-Btekhney-Falougha; Bmariam-El Khreibeh-Hammana-ElKhalouat-Qalaa constructed and operational | Design, tendering, construction & supervision | L | 1 | ||||||||||||||||||
| Collector Ras El Metn - Deir El Harf; Arsoun - Jouret Arsoun-Qornayel; Btebiat-Btekhney-Falougha; Bmariam-El Khreibeh-Hammana-ElKhalouat-Qalaa constructed and operational | Design, tendering, construction & supervision | M | 2 | ||||||||||||||||||
| Collector Nahr Beirut - Qortada - Multaqa Nahrein | Design, tendering, construction & supervision | 2 | 6 | 0 | 1 | 20 | 50 | 10 | 25% | M | 2 | ||||||||||
| Waste water | M.Lebanon | Additional sewer collectors within Beirut southern suburbs (Mrah El Batha - Nosraniyeh - Rouaisat El Adas - Haret El Qobbeh) constructed & operational | Design, tendering, construction & supervision | M | 2 | ||||||||||||||||
| Waste water | M.Lebanon | Collector Aley – Wadi Chahrour constructed & operational | Tendering, construction & supervision | L | 1 | ||||||||||||||||
| Waste water | M.Lebanon | Collector Aley - Bsous - Wadi Chahrour constructed & operational | Design, tendering, construction & supervision | L | 1 | ||||||||||||||||
| Waste water | M.Lebanon | Ghadir River Training Option 3 constructed & operational | Design, tendering, construction & supervision | L | 1 | ||||||||||||||||
| Waste water | M.Lebanon | Beirut sport city - Haret Hreik/ Sands canal connection | Design, tendering, construction & supervision | Ditto | M | 2 | |||||||||||||||
| Aley: | |||||||||||||||||||||
| Waste water | M.Lebanon | Within Greater Beirut: 75% of population connected to sewerage network; other main villages 50% connected; others 10% connected; Collectors from uphill villages to coastal STP not constructed; Sewer length: 41 km; Estimated investment cost: US$ 7 million, most of which where for the rehabilitation and O&M of Ghadir STP | 100% of population within Greater Beirut served | Upgrading all existing networks and seperating sewage and stormwater networks within Greater Beirut up to an elevation to be determined by the feasibility. Beyond such limit storm drains to be discharges into water streams. It requires a land use survey, a detailed house connection survey to identify sewage and stormwater connections, developing options for stormwater collection, network capacity simulation, & regular O&M. | Establishing the Administrative set up | 2 | 1 | 0.3 | 0 | 0 | 0 | 0 | 0 | 50% | Optimization of investment | M | 1 | ||||
| Waste water | M.Lebanon | Collection networks in greater Beirut and villages of the displaced have been rehabilitated; sewerage network of Qmatiyeh constructed | Network deficiencies (capacity, settlement, leakages, combined sewage & stormwater) solved | Upgrading all existing networks (outside Greater Beirut) | Considered part of the O&M of the networks. However, the Establishment should enforce the standard construction details. | 2 | 4 | 3 | 0 | 1 | 20 | 50 | 10 | 50% | Minimizes pollution risk; Reduces malfunctions; Improves efficiency of STP; Reduces O&M & replacement costs; Optimization of investment | M | 3 | ||||
| Waste water | M.Lebanon | Upgrading all existing networks in villages, construction of new networks in villages polluting water resources | Should be constructed in phases from downstream upward | 3 | 4 | 15 | 0 | 1 | 20 | 50 | 10 | 50% | L | 3 | |||||||
| Waste water | M.Lebanon | Collector Dahr El Bireh - Bchamoun (lower part) - Airport constructed & operational | Design, tendering, construction & supervision | Should not proceed before confirmation of the Master Plan update. | 3 | 2 | 1.2 | 0 | 1 | 20 | 50 | 10 | 25% | Optimization of investment | L | 2 | |||||
| Waste water | M.Lebanon | Collector Qabr Chmoun - Aynab - Aitat - Chemlan - Souq El Gharb - Kayfoun - Mtol Chemlan - Bmekine constructed & operational | Design, tendering, construction & supervision | Ditto | 3 | 2 | 3 | 0 | 1 | 20 | 50 | 10 | 25% | Ditto | L | 2 | |||||
| Waste water | M.Lebanon | Additional sewer collectors within Beirut southern suburbs (Mrah El Batha - Nosraniyeh - Rouaisat El Adas - Haret El Qobbeh) constructed & operational | Design, tendering, construction & supervision | Ditto | 3 | 2 | 1.35 | 0 | 1 | 20 | 50 | 10 | 25% | Ditto | L | 2 | |||||
| Waste water | M.Lebanon | Collector Aley – Wadi Chahrour constructed & operational | Tendering, construction & supervision | Should not proceed before confirmation of the Master Plan update. | 1 | 2 | 1.9 | 0 | 1 | 20 | 50 | 10 | 25% | Optimization of investment | L | 1 | |||||
| Waste water | M.Lebanon | Collector Ayn Annoub – Maaroufie constructed & operational | Design, tendering, construction & supervision | Ditto | 3 | 2 | 0.45 | 0 | 1 | 20 | 50 | 10 | 25% | Ditto | L | 1 | |||||
| Waste water | M.Lebanon | Collector Deir Qoubil – airport constructed & operational | Design, tendering, construction & supervision | Ditto | 3 | 2 | 0.9 | 0 | 1 | 20 | 50 | 10 | 25% | Ditto | L | 1 | |||||
| Waste water | M.Lebanon | Collector Aaramoun – Khalde constructed & operational | Tendering, construction & supervision | Ditto | 3 | 2 | 1.8 | 0 | 1 | 20 | 50 | 10 | 25% | Ditto | L | 1 | |||||
| Waste water | M.Lebanon | Ghadir River Training Option 3 constructed & operational | Tendering, construction & supervision | Ditto | 3 | 2 | 16 | 0 | 1 | 20 | 50 | 10 | 25% | Ditto | L | 1 | |||||
| Waste water | M.Lebanon | Collector Aley - Bsous - Wadi Chahrour constructed & operational | Design, tendering, construction & supervision | Ditto | 3 | 2 | 1.2 | 0 | 1 | 20 | 50 | 10 | 25% | Ditto | L | 1 | |||||
| Waste water | M.Lebanon | Collector Baysour – Aramoun constructed & operational | Design, tendering, construction & supervision | Ditto | 3 | 2 | 1.2 | 0 | 1 | 20 | 50 | 10 | 25% | Ditto | L | 1 | |||||
| Jbail: | |||||||||||||||||||||
| Waste water | M.Lebanon | No network, Population served by percolation pits or septic tanks; Design of interceptors and main collectors completed. | 100% of population within Coastal Jbeil served; water resources in high areas protected | Tendering, initiation of construction & supervision of Greater Jbeil collection networks | 1 | 4 | 12 | 0 | 1 | 20 | 50 | 10 | 25% | Minimizing pollution risk | L | 1 | |||||
| Waste water | M.Lebanon | Master plan for Jbail Basins updated, including identification of water resources to be protected, establishing priorities & construction schedule, & setting construction standards & workmanship | Master Plan & Feasibility Study | Establishing the Administrative set up | 2 | 1 | 0.5 | 0 | 0 | 0 | 0 | 0 | 50% | Optimization of investment | L | 1 | |||||
| Waste water | M.Lebanon | Interceptors and main collectors constructed | Tendering, initiation of construction & supervision | 2 | 3 | 5 | 0 | 1 | 20 | 50 | 10 | 50% | L | 3 | |||||||
| Waste water | M.Lebanon | Wastewater systems for villages or cluster of villages causing risk of water resources pollution constructed and operational | Design, tendering, construction & supervision | Can proceed immediately | 2 | 6 | 20 | 0 | 1 | 20 | 50 | 10 | 50% | Minimizing pollution risk | M | 3 | |||||
| Waste water | M.Lebanon | Wastewater systems for Qartaba | Tendering, initiation of construction & supervision | Can proceed immediately | 1 | 3 | 3 | 0 | 1 | 20 | 50 | 10 | 25% | Minimizing pollution risk | L | 1 | |||||
| Keserouane: | |||||||||||||||||||||
| Waste water | M.Lebanon | Jounieh and surroundings 75% of population connected to sewerage network; others villages 10% connected; Collectors from uphill villages to coastal STP not constructed; Sewer length: 51 km; Estimated investment cost since 1994: US$ 12.5 million, of which 11 million where on rehabilitation and upgrading the existing sewerage and stormwater systems based on the feasibility study for the interceptors and main colectors prepared in 1995. The design of teh STP is being updated. The feasibility of the upper region of the basin is under preparation. | 100% of population within Coastal Keserouane served; Water resources protected | Tendering, initiation of construction & supervision of Greater Jounieh collection networks | 1 | 4 | 70 | 0 | 1 | 20 | 50 | 10 | 25% | Minimizing pollution risk | M | ||||||