| 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 | 2 | |||||
| Waste water | M.Lebanon | Master plan for Keserouane 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 | 0.3 | 50% | Optimization of investment | L | 1 | ||||||||||
| Waste water | M.Lebanon | Wastewater systems for villages or cluster of villages that discharge into natural streams and pollute ground and surface water resources (Kfar Debiane, Ghazir,, Ajaltoun-Balloune-Shayle, Sahel Alma, Faraya, Jeita,…) constructed and operational | Design, tendering, construction & supervision | Master Plan, Feasibility and Design can proceed immediately for the whole basin discharging into Nahr El Kalb | 2 | 2 | 2 | 50% | Minimizing pollution risk | M | 1 | ||||||||||
| Waste water | M.Lebanon | Design and tender documents completed, EIA being prepared. | Hrajel wastewater designed, constructed & operational | Tendering, construction & supervision | 2 | 2 | 3 | 0 | 1 | 20 | 50 | 10 | 25% | Reduces pollution of Al Kalb River | L | 1 | |||||
| Chouf: | |||||||||||||||||||||
| Waste water | M.Lebanon | 50% of population of main villages connected to sewerage network, others 10% connected, all discharges into natural streams, existing treatment plants and collective septic tanks not operational. Estimated investments since 1994: US$ 24 million, of which more than 85% are for new works, including feasibility (1997), collectors of the coastal zone, STP of the coastal zone, sewage collection network of Jdeidet ech Chouf-Boqaata, Daraya-Wadi el Zayni collector, and Khreibeh-Ammatour collector | Master plan for Chouf Basins updated, including identification of water resources to be protected, establishing priorities & construction schedule, & setting construction standards & workmanship | Master Plan & Feasibility Study | 2 | 2 | 0.3 | 0 | 0 | 0 | 0 | 0 | 50% | Optimization of investment | L | 1 | |||||
| Waste water | M.Lebanon | Wastewater systems for villages or cluster of villages causing risk of water resources pollution (Coastal Chouf) constructed and operational | Design, tendering, construction & supervision | Can proceed immediately for villages listed, others may be identified by the Master Plan | 2 | 6 | 15 | 0 | 1 | 20 | 50 | 10 | 50% | Minimizing pollution risk | M | 1 | |||||
| Waste water | M.Lebanon | Design & TD completed | Jisr El Qadi wastewater designed, constructed & operational | Tendering, construction & supervision | 2 | 2 | 20 | 0 | 1 | 20 | 50 | 10 | 25% | Reduces pollution of Sea | L | 2 | |||||
| Waste water | M.Lebanon | Barouk – Deir el Amar wastewater designed, constructed & operational | Tendering, construction & supervision | 2 | 2 | 2 | 0 | 0 | 0 | 0 | 0 | 25% | Reduces pollution of Damour River | L | 1 | ||||||
| Waste water | M.Lebanon | Nabaa el Safa wastewater designed, constructed & operational | Tendering, construction & supervision | Initiation of design | 2 | 2 | 2 | 0 | 0 | 0 | 0 | 0 | 25% | Reduces pollution of Damour River | L | 1 | |||||
| Waste water | M.Lebanon | Design & TD on-going | Ammatour - Niha collector | Tendering, construction & supervision | 2 | 2 | 1.5 | 0 | 1 | 20 | 50 | 10 | 25% | Reduces pollution of Damour River | L | 1 | |||||
| Bedghan Saoufar system | Tendering, construction & supervision | 2 | 2 | 3 | 0 | 1 | 20 | 50 | 10 | 25% | Reduces pollution of Damour River | L | 2 | ||||||||
| Waste water | M.Lebanon | Deir Al Kamar-Baaklin-Kfarhim-Jahliyeh wastewater designed, constructed & operational | Tendering, construction & supervision | Initiation of design | 2 | 2 | 5 | 0 | 0 | 0 | 0 | 0 | 25% | Optimization of investment | L | 2 | |||||
| 2. Treatment Plants | Greater Beirut: | ||||||||||||||||||||
| Waste water | M.Lebanon & G.Beirut | Bourj Hammoud STP: Designed to serve Northern Beirut Basin (70% of Beirut, & part of Metn, Baabda, & Aley); TD are prepared. BOT was not successful;Current population of basin: 1.2 million. TD are also prepared for the construction of Phase 1 consisting of preliminary treatment. | Bourj Hammoud STP constructed, operational and effluent is reused for landscape irrigation | Tendering, construction, supervision & O&M of phase 1 and rehabilitation of the sea outfall | STP should be ready for operation by the time the collectors for uphill villages are constructed; Training of Staff of Establishment for either O&M or contract management and monitoring | 1 | 3 | 25 | 5 | 2 | 20 | 30 | 15 | 25% | Reduces pollution of Sea; Optimization of investment and O&M cost | L | 2 | ||||
| Waste water | M.Lebanon & G.Beirut | Pre-treatment works at Dora & sea outfall constructed and operational | Design, tendering, construction & supervision | 2 | 4 | 30 | 0 | 1 | 20 | 30 | 15 | L | 1 | ||||||||
| Waste water | M.Lebanon & G.Beirut | Pre-treatment works at Dora & sea outfall constructed and operational | Design, tendering, construction & supervision | 6 | 4 | 5 | 0 | 1 | 20 | 30 | 15 | M | 3 | ||||||||
| Waste water | M.Lebanon & G.Beirut | Ghadir STP is preliminary treatment. Design for secondary treatment completed. Designed to serve 30% of Beirut & part of Baabda & Aley; Most existing network is not connected yet to the plant; Current population of basin 0.9 million | Ghadir secondary treatment plant constructed, operational and effluent reused for landscape irrigation | Tendering, construction, supervision & O&M | STP should be ready for operation by the time the collectors for uphill villages are constructed; Training of Staff of Establishment for either O&M or contract management and monitoring | 1 | 3 | 50 | 5 | 2 | 20 | 30 | 15 | 25% | Reduces pollution of Sea | L | 2 | ||||
| Jbail: | |||||||||||||||||||||
| Waste water | M.Lebanon | Qartaba STP; design and TD completed | Constructed, operational & effluent reused for irrigation | Tendering, construction, supervision & O&M | 2 | 3 | 2.5 | 0.5 | 2 | 20 | 30 | 15 | 25% | Reduces pollution of Sea; Optimization of investment and O&M cost | L | 1 | |||||
| Keserouan: | |||||||||||||||||||||
| Waste water | M.Lebanon | Coastal Greater Jounieh STP could not be constructed due to conflict about its location. Loan allocated was cancelled. A new location is being selected | Location of the Jounieh STP optimized, constructed, operational & effluent reused for irrigation | Update of design, tendering, construction, supervision & O&M | Training of Staff of Establishment for either O&M or contract management and monitoring | 2 | 3 | 20 | 5 | 2 | 20 | 30 | 15 | 25% | Reduces pollution of Sea; Optimization of investment and O&M cost | L | 2 | ||||
| Waste water | M.Lebanon | Design & TD completed | Hrajel STP constructed, operational & effluent reused for irrigation | Tendering, construction, supervision & O&M | STP location & expropriation | 2 | 3 | 2 | 0.5 | 2 | 20 | 30 | 15 | 50% | H | 1 | |||||
| Waste water | M.Lebanon | Design & TD completed | Kfar Debiane STPs constructed, operational & effluent reused for irrigation | Tendering, construction, supervision & O&M | STP location & expropriation | 2 | 4 | 10 | 0.5 | 2 | 20 | 30 | 15 | 50% | H | 3 | |||||
| Metn: | |||||||||||||||||||||
| Waste water | M.Lebanon | Mostly served by the designed Borj Hammoud STP. | Refer to Borj Hammoud STP. | ||||||||||||||||||
| Waste water | M.Lebanon | Khenchara STP designed and tender prepared; an updating of the TD is required | STP constructed and operational | Tender documents to be updated, tendering, construction, supervision & O&M | Training of Staff of Establishment for either O&M or contract management and monitoring; | 1 | 3 | 8 | 0.5 | 2 | 20 | 30 | 15 | 25% | Reduces pollution of water resources; Optimization of investment and O&M cost | L | 1 | ||||
| Waste water | M.Lebanon | Beskinta STP designed and tender prepared | STP constructed and operational | Tendering, construction, supervision & O&M | Training of Staff of Establishment for either O&M or contract management and monitoring; | 1 | 3 | 3 | 0.5 | 2 | 20 | 30 | 15 | 25% | Reduces pollution of water resources; Optimization of investment and O&M cost | L | 1 | ||||
| Waste water | M.Lebanon | Baabdat STP feasibility completed and designed and tender prepared; constructions depends on updating the Master Plan | STP constructed and operational | Tendering, construction, supervision & O&M | Training of Staff of Establishment for either O&M or contract management and monitoring; Project was rejected claiming it is not in conformity with the 1982 Master Plan. This later has to be updated. | 1 | 3 | 3 | 0.5 | 2 | 20 | 30 | 15 | 25% | Reduces pollution of water resources; Optimization of investment and O&M cost | M | 1 | ||||
| Sfayla STP feasibility completed and designed and tender prepared; constructions depends on updating the Master Plan | STP constructed and operational | Tendering, construction, supervision & O&M | Training of Staff of Establishment for either O&M or contract management and monitoring; Project was rejected claiming it is not in conformity with the 1982 Master Plan. This later has to be updated. | 1 | 2.5 | 2 | 0.5 | 2 | 20 | 30 | 15 | 25% | Reduces pollution of water resources; Optimization of investment and O&M cost | L | 1 | ||||||
| Waste water | M.Lebanon & G.Beirut | Pre-treatment works at Dora & sea outfall constructed and operational | Design, tendering, construction & supervision | L | 1 | ||||||||||||||||
| Waste water | M.Lebanon & G.Beirut | Pre-treatment works at Dora & sea outfall constructed and operational | Design, tendering, construction & supervision | M | 3 | ||||||||||||||||
| Waste water | M.Lebanon | Communities on river banks are discharging and polluting natural and ground water resources used for domestic supply | STPs for basins discharging into Beirut River and Antelias River designed, constructed, operational & effluent reused for irrigation | Tendering, construction, supervision & O&M | Training of Staff of Establishment for either O&M or contract management and monitoring; Expropriation of STP sites | 2 | 4 | 40 | 0.5 | 2 | 20 | 30 | 15 | 50% | Reduces pollution of Sea; Optimization of investment and O&M cost | M | 3 | ||||
| Baabda: | |||||||||||||||||||||
| Mostly served by the designed Dora & Ghadir STPs. | Refer to Dora & Ghadir STPs | ||||||||||||||||||||
| Waste water | M.Lebanon & G.Beirut | Pre-treatment works at Dora & sea outfall constructed and operational | Design, tendering, construction & supervision | L | 1 | ||||||||||||||||
| Waste water | M.Lebanon & G.Beirut | Pre-treatment works at Dora & sea outfall constructed and operational | Design, tendering, construction & supervision | M | 3 | ||||||||||||||||
| Other operating plants are Hammana (population 6,500), Qornayel (population 3,500) & Bcheftine (population 2,500) | |||||||||||||||||||||
| Aley: | |||||||||||||||||||||
| Mostly served by the designed Dora & Ghadir STPs. | Refer to Dora & Ghadir STPs | ||||||||||||||||||||
| Chouf: | |||||||||||||||||||||
| Waste water | M.Lebanon | Existing Naba el Safa STP abandoned. | Nabaa el Safa water source protected, STP constructed & operational & effluent reused for irrigation | Tendering, construction, supervision & O&M | Training of Staff of Establishment for either O&M or contract management and monitoring; Expropriation of STP sites | 2 | 4 | 2 | 0.5 | 2 | 20 | 30 | 15 | 25% | Reduces pollution of Sea; Optimization of investment and O&M cost | L | 1 | ||||
| Waste water | M.Lebanon | Barouk water source protected, STP constructed & operational & effluent reused for irrigation | Design, tendering, construction, supervision & O&M | Training of Staff of Establishment for either O&M or contract management and monitoring; Expropriation of STP sites | 2 | 5 | 1.5 | 0.5 | 2 | 20 | 30 | 15 | 25% | Reduces pollution of Sea; Optimization of investment and O&M cost | L | 1 | |||||
| Waste water | M.Lebanon | Deir el Qamar-Kfarhim and Jisr El Qadi and Bedghan STP constructed & operational & effluent reused for irrigation | Design, tendering, construction, supervision & O&M | Training of Staff of Establishment for either O&M or contract management and monitoring; Expropriation of STP sites | 2 | 5 | 12 | 0.5 | 2 | 20 | 30 | 15 | 25% | Reduces pollution of Sea; Optimization of investment and O&M cost | L | 2 | |||||
| Institutional Setup | |||||||||||||||||||||
| Waste water | M.Lebanon | Todate, municipalities are still in charge of the sector. However, because of their inadequate capabilities and administrative shortage, CDR contracted out the O&M of the Ghadir plant; Payment to the contractor is made from the Municipalities Fund | Government continues supporting the capital investment of wastewater projects; Water Establishment funds O&M | Constitution of the Wastewater Department within the Establishment | Resolving governmental decision concerning staff hireing and salaries | 1 | 2 | 1.5 | 0 | 0 | 0 | 0 | 0 | 50% | Optimization operation | L | 1 | ||||
| Waste water | M.Lebanon | Legally, the Beirut & Mount Lebanon Establishment is responsible for the sector, however the Establishment has neither the experience nor the administrative setup and required staff | Administrative setup in Water Establishment established for project management & monitoring; Services for O&M are either by the Establishment or by specialized firms. | Technical assistance, training & capacity building for staff to take over full responsibility of the sector, project identification, tendering, procurement, project management & monitoring, supervision, & O&M, public awareness campaign for all stakeholders to adopt, apply & monitor application of construction standards and workmanship | 2 | 1 | 1.5 | 0 | 0 | 0 | 0 | 0 | 50% | Optimization of investment and O&M cost | L | 1 | |||||
| Economic values: | |||||||||||||||||||||
| Investment (a) | 189 | 710 | |||||||||||||||||||
| Land value / expropriation (a') | 4 | 25 | |||||||||||||||||||
| Yearly maintenance cost (b) | 1.10% | 1.30% | |||||||||||||||||||
| Major rehab/replac. cost (c ) | 20.10% | 0.45% | |||||||||||||||||||
| Span for rehab/replc (d) | 5 | 40 | |||||||||||||||||||
| Yearly operation cost (e) | 10% | 11% | |||||||||||||||||||
| Performance Indicators: | |||||||||||||||||||||
| Results | |||||||||||||||||||||
| Low % of polluted water resources | |||||||||||||||||||||
| Volume of TSE available for irrigation & landscape irrigation | |||||||||||||||||||||
| Means | |||||||||||||||||||||
| Coverage of collection network | |||||||||||||||||||||
| % of sewerage treated | |||||||||||||||||||||
| Capabilities of Establishment | |||||||||||||||||||||
| Number of employees per 1000 connections | |||||||||||||||||||||
| 491.5 | Priority 00 | ||||||||||||||||||||
| Priority 0 | 3 | ||||||||||||||||||||
| Priority 1 | 157.95 | ||||||||||||||||||||