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    Technical Report
    Environmental impact assessment : Tower C of Amin Avenue, Hulhumale’
    (2016-01) Zuhair, Mohamed; Shakir, Ibrahim
    This Environmental Impact Assessment (EIA) Report has been prepared for the development of Tower C, which is the third block to be developed as part of the 3 mixed-use residential and commercial complexes of Amin Avenue to be developed in Hulhumale’ by Amin Construction Pvt. Ltd.. The proposed Tower C development will be undertaken in a separate 14 storey building in the land plot N2-23 in Neighborhood 2. Upon completion of Tower C, the complex will have 72 apartments. The Ground and First Floors of the complex will be developed for commercial plots, parking lots and access ways, similar to Tower A and B. This EIA is prepared as per the Terms of Reference (TOR) approved by Environmental Protection Agency (EPA) on 16 December 2015. It is a legal requirement under the Amended EIA Regulation to prepare and approve EIAs for commercial, economic and development projects enlisted in Schedule D. Environmental clearance is obtained through approval of the EIA and issuance of EIA Decision Statement from EPA. The Tower C of Amin Avenue will be developed in Neighborhood 2 of Hulhumale’ in the land plot N2-23, which is located at 4°12'49.14"N / 73°32'25.66"E. The total land area of N2- 23 is 19,779ft2. The plot is located on the southern side of the proposed park located in the central parts of Hulhumale’. In order to understand existing environmental conditions of the proposed Tower C plot, assessments have been undertaken including noise levels, traffic flow and volume, ecological and structural assessments, groundwater and soil assessments. As Tower C is located within the overall Amin Avenue development boundary, comparison of some of the data collected for the EIA for Towers A and B with EIA for Tower C has been undertaken. Similar to the previous assessments, the highest noise levels recorded were from the northern side of the land plot having 76dB and 78dB. However, readings for the same locations during the previous assessment showed 69dB and 67dB, hence there is an increase in the noise levels of the surrounding environment. This is primarily attributed to the ongoing construction works at Towers A and B as well as other nearby sites. The average noise levels recorded on the southern sides were also increased from 62dB (previous) to 66dB (new) and from 61dB (previous) to 68dB (new). The increased noise levels on the southern side were also attributed to the ongoing construction activities for the development of Towers A and B. Generally, the traffic volume was observed to have decreased from the previous survey. This is probably due to the time where the data was collected and the period in which the data was collected where it was school holidays, hence there is a general reduction in the traffic volume of the surrounding environment. However, volume of pickups and trucks has increased from 7 to 8 and from 5 to 6 in the recent survey. There is no vegetation found within the plot allocated for Tower C development. Hence, there are no issues with vegetation clearance as part of the proposed development. A soil pit was dug within the land plot allocated for Tower C development, which indicate that generally there are no soil layers. The soil profiles show that up to the water level, only reclaimed sand exists. As there is no vegetation found within the site, the topsoil also does not have any humus content. A groundwater analysis was carried out for the Tower C location from MWSC laboratories, which indicated that the groundwater found within the site contains average levels of nitrates having 20.5mg/l. Phosphate levels found were 0.05mg/l and sulphide levels were less than 5 miccrograms/l. The salinity level was only 0.44ppt. However, high levels of dissolved solids having 451mg/l and turbidity level of 4.52NTU was found in the groundwater. Also, high levels of faecal coliforms having 308CFU were found from the groundwater at the site. Currently some social housing units and flats are found within the vicinity of the project sites which are observed to be quite new and in good condition. No physical damages have been observed from these buildings. These buildings are found on the eastern side of the Tower C plot and the overall development area. Condition of the roads around the proposed project site is observed to be in good condition. No cracks or physical damages are observed on the roads. The environmental impacts that may be associated with the proposed project are predicted and assumed in the EIA Report. These environmental impacts are divided into construction phase and operation phase environmental impacts. Most of the construction phase environmental impacts are believed to occur from excavation, dewatering, construction activities, operation of construction machinery and vehicles and construction waste disposal. The main environmental impacts believed to occur during operation phase of the project include household waste and increased traffic within and around areas. As part of the proposed project, a number of mitigation measures have been proposed in the EIA Report including using corrugated sheets supported by iron beams as a safety measure for protecting the excavated area for foundation, dewatering will be undertaken in opens spaces in Hulhumale to reduce loss of ground water, while preparing the site ready for construction, measures such as installation of safety and dust protection nets, appropriate signage will be placed to make aware people on the development. Also, important mitigation measures that will be implemented include complete elimination of waste disposal during construction and operation stages of the development into the project boundaries as well as promotion of a greener lifestyle have identified important aspects of the proposed development. The overall environmental performance will be monitored by an environmental monitoring framework that will be implemented as part of the proposed development of Tower C of Amin Avenue. Although during construction of the project, negative environmental impacts from construction activities have been envisaged, with appropriate environmental management and mitigation measures, these impacts will be reduced to a considerable level. Also, with positive socio-economic outlook of the project and considering the overall importance of such a development in Hulhumale’ to alleviate housing stress, it is concluded that the project should go ahead as planned.
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    Technical Report
    Environmental impact assessment proposed mixed use residential complexes in Hulhumale’ hiyaa vehi project
    (2017-10) Zuhair, Mohamed; Shakir, Ibrahim
    i) AMIN Construction Pvt. Ltd. proposes to develop 3 Real Estate Complexes for mixeduse residential and commercial purposes in Hulhumale’ known as Hiyaa Vehi Project. The project will be undertaken in 3 land plots (C2-1; C2-2; C2-3) located on Moonimaa Magu and Reethigas Magu. The complex in each land plot will comprise of two residential blocks with a common ground and first floor. The first block (Block A) in each complex will be 13-storey and the second block (Block B) will be 14-storey. The land area of the plots are C2-1 (25,487.52ft2 / 2,367.87m2), C2-2 (27,543.31ft2 / 2,558.86m2) and C2-3 (27,282.07ft2 / 2,534.59m2). Each complex will be developed in a floor area of 14,962ft2 (1,390m2) and the remaining areas will be left as open space. ii) Upon completion of the proposed project, Block A will have 62 apartments and Block B will have 72 apartments in each complex. Hence the total residential use units will be 402 in the three complexes. The Ground Floor and First Floors of the three complexes will be developed as commercial, parking and access ways. A total of 33 car parking slots and over 500 motorcycle parking slots together with some commercial units will be developed in each complex in ground and first floors. iii) The sites will be excavated to a depth of 2.5m to lay the foundations. The entire boundary will be shored with corrugated sheets supported by iron beams as a safety measure while preparing the site ready for construction. The buildings will be developed separately. Each building will rest on a raft foundation. MWSC and STELCO utility services based in Hulhumale’ will be used for all construction and operation purposes. Dewatering will be primarily done on the open areas nearby, hence, no groundwater will be lost from the proposed development. Excavated material will be transported to designated areas in Hulhumale’ 2. iv) The EIA has been prepared as per the EIA Regulations 2012 developed directly under the Environmental Protection and Preservation Act and identifies that development of such buildings exceeding 31m in height and over 10 storeys with greater than 5ft foundation require an EIA to be undertaken and approved by EPA before commencement of construction. Terms of Reference for the EIA was approved by 19 September 2017. v) In addition to Environmental Protection and Preservation Act, EIA Regulations, the project has to comply with Dewatering Regulation, Waste Management Regulation, Hulhumale’ Planning and Building Construction Regulation: Neighborhood 2 and 3, Land Act as well as comply with Maldives National Building Code recommendations. vi) In order to understand existing environmental conditions of the proposed project area, assessments have been undertaken including ambient noise levels, traffic volume and movement, groundwater quality, soil and vegetation, physical condition of the roads. vii) The proposed project will be undertaken in 3 land plots C2-1; C2-2; C2-3. C2-1 is located at 4°13'16.84"N / 73°32'26.01"E. C2-2 is located at 4°13'14.65"N / 73°32'25.79"E and C2-3 is located at 4°13'12.57"N / 73°32'25.59"E. All land plots are located on Moonimaa Magu and Reethigas Magu. viii) The highest noise level was recorded at Site 1 located on the southern side of the project site having 51dB. This is relatively low noise levels compared to other areas due to low traffic and minimal activities that are currently happening in the area. Occasional traffic found on the southern side of the project area raises noise level to a certain degree. Site 2 which is located in the middle of the plots had lesser noise (45dB) as no major activities are happening in the area. Site 3 located on the northern side of the plots had slightly increased noise (49dB) which is attributed to some temporary work happening in the plots. Site 4 located on the western side had the lowest level (43dB) as there are no major activities currently happening in the area. ix) The highest traffic along the road recorded was from motorcycles having 28 during the hourly period. The second highest traffic volume is from cars, mainly taxis having an hourly movement of 12 at the time of the assessment. Some movement of trucks and lorries were seen mainly coming and going out of construction sites. x) The general condition of the soil indicates that upper layers of the soil profile contains medium to dense coral sand with varying depths of loose sand below 2m. Groundwater is found at a depth of 1.4m. xi) The groundwater condition at the site is normal with no peculiar condition of parameters tested, except that some 1 MPN/100ml of Faecal Coliform counts have been recorded from C2-1. However, this is not a serious level. All other sites had 0 Coliform Counts. xii) There are no vegetation found inside the project boundary. However, some mixed mature vegetation are found by the roadside which is out of the proposed project boundary. Hence, there is no requirement for removing these vegetation and there will be no major impacts on these vegetation. xiii) There are currently no buildings adjacent to the proposed plot or the immediate surrounding area, however, some buildings similar to the proposed project is planned to be undertaken within the vicinity. C2-4, which is the southern plot (not part of the project) is getting ready for construction. Also, about 75m southwest of the proposed project, a site is getting ready for construction. xiv) The road condition by the project site namely Reethigas Magu and Moonima Magu are in good condition. No damages and cracks have been observed. xv) The environmental impacts that may be associated with the proposed project are predicted and assumed in the EIA Report. These environmental impacts are divided into construction phase and operation phase environmental impacts. Most of the construction phase environmental impacts are believed to occur from excavation, dewatering, construction activities, operation of construction machinery and vehicles and construction waste disposal. The main environmental impacts believed to occur during operation phase of the project include domestic waste and increased traffic within and around areas. xvi) With appropriate environmental management and mitigation measures as well as conformity to all the legal and regulatory requirements as outlined in the EIA Report, the project is believed to control or minimize most of the environmental and social impacts both during construction and operation phases of the development. Important considerations with regards to mitigating environmental impacts include closing the boundary of the project area, placing safety and dust nets around the building, regularly transporting construction waste and avoiding material transport during peak traffic hours as well as designating proper time periods for construction works have been identified. xvii) Unlike short-term environmental impacts from the proposed development, it has longterm beneficial social and economic impacts, which is believed to tremendously contribute to the overall socio-economic development of Hulhumale’ that can be sustained for over longer periods. xviii) Although during construction of the project, negative environmental impacts from construction activities have been envisaged, with appropriate environmental management and mitigation measures, these impacts will be reduced to a considerable level. Also, with positive socio-economic outlook of the project and considering the overall importance of such a development in Hulhumale’ to alleviate social housing stress, it is concluded that the project is an important project that can be implemented for the benefit of social and economic development.
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    Technical Report
    Environmental impact assessment proposed MEQ boatyard development project Himmafushi Island, K. Atoll
    (2017-11) Zuhair, Mohamed
    i. The proponent of the project, MEQ Boatyard Pvt. Ltd. proposes to develop a full fledge boatyard with all facilities at the existing boatyard found in Himmafushi Island, Kaafu Atoll. The existing boatyard has been leasedާby Himmafushi Island Council to MEQ Boatyard Pvt. Ltd. for a period of 25 years in 2016. ii. The scope of the project is to reclaim existing waterway having 1.1ha from fill material obtained from the lagoon, develop support infrastructures such as boat building factory, workshops, slipway, and boat lifting facility, staff accommodation and office building and develop support services including powerhouse, RO plant, compressor room, fuel and water storages. iii. Under the Maldives Environmental Protection and Preservation Act (Law No. 4/93) and EIA Regulation 2012, the proposed boatyard development project requires an EIA to be carried out and approved from EPA prior to commencement of work. The report presents major findings of the EIA report. iv. This EIA is prepared as per the Terms of Reference (TOR) approved by Environment Protection Agency (EPA) on 3 August 2017. v. The scope of this EIA is to assess the existing environmental condition of the project site in Himmafushi Island and surrounding environment, identify potential environmental impacts, propose environmental management and mitigation measures to minimize environmental impacts as well as propose an environmental monitoring plan with appropriate environmental parameters to monitor changes due to the project on a regular basis. vi. The proposed boatyard is located on the south-western side of Himmafushi Island at 4°18'27.71"N / 73°34'4.95"E. The southern part of the island has been allocated for light industrial developments as per the land use plan of the island. The existing land area of the boatyard is 230,000ft2. vii. Himmafushi island is an inhabited island with a population of over 1,700 having an area of 42ha found in a relatively large reef having an approximate length of 4.3km located on the eastern periphery of North Male’ Atoll. About 21ha of land has been reclaimed in 2016 making the total land area of the island 63ha. Two other islands are found within the same reef. They are Paradise Island Resort located at 2.2km south and Gili Lankanfushi Resort located 1km south of Himmafushi island. viii. There are two Marine Protected Areas (MPAs) vicinity of the project location. Thamburudhoo Thila MPA is located close to the project site at distance of 1.8km NE and Lankan Thila MPA is located 4.2km SW. There are two Sensitive Sites (SSs) within the vicinity of the project site too, they are Huraagandu SS located at a distance of 4.1km north and Okebe Thila SS located at a distance of 6km SW. ix. Two locations from the reef was assessed to understand existing condition. The coral reef assessments indicate that out of the two sites, the highest live coral cover recorded was from Reef 1 located on the western outer reef having a live coral cover of 8%. The main live coral cover type consisted of Porites and other massive coral varieties. Impacts of coral bleaching of 2016 is evident from the reef. Reef 2 site located on the inner reef on the western side had only 1% live coral cover and predominantly covered with dead coral, rubble and sand. Since an access channel and other areas have been previously dredged close to Reef 2 site, large number of corals were observed to be dead. x. A detailed lagoon bathymetry was undertaken from the proposed project area in order to understand the average depths of the lagoon in relation to MSL. The depth of the existing waterway ranges between -3.6m to -0.4m MSL. The existing waterway will be reclaimed as part of the project. The lagoon outside of the waterway boundary has depths ranging -4m and deeper into the existing deep inner lagoon having -6m MSL. xi. Currents recorded from the lagoon by the project site were relatively low having 0.13m/s (Drogue 1) and 0.08m/s (Drogue 2). Relatively low current flow in the area is believed to be due to presence of an outer reef that reduces incoming currents into the inner deep lagoon area. xii. Impact analysis indicates that most of the environmental impacts occur during construction are of short-term and during operation are of long-term in nature. Impacts such as dredging and land reclamation proposed as part of the project have moderate impacts. Since there is no major requirement for site clearance, its impacts have been identified to be negligible. Although some machinery will be used during construction, their impacts have been identified to be minor mostly related to noise and dust during operations. During operation phase, most of the impacts have been identified to be moderate including activities related to boatyard operations as well as impacts related to solid waste and hazardous waste. A notable social impact has been identified to be moderate due to health risks associated with the operations including contact with dust, chemicals and hazardous substances. xiii. Environmental mitigation measures have been identified for all environmental impacts that may be generated as part of the proposed project. Additionally Boatyard Management Best Practices outline key measures for protecting environment and human health from the project. xiv. Although there are a number of environmental impacts from the proposed development, most of these impacts can be reduced and mitigated by use of appropriate methodology. The effectiveness of these methodologies can be documented by implementing a comprehensive monitoring programme. Also, with positive social and economic outlook of the project and considering the overall need of the project to region, it is concluded that the project could be undertaken.
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    Technical Report
    Environmental impact assessment proposed beach and swimming area development Himmafushi Island, Male’ Atoll
    (2016-06) Zuhair, Mohamed; Shakir, Ibrahim
    The Secretariat of the Himmafushi Council (Himmafushi Island Council), Male’ Atoll proposes to develop a beach having 220m on the northern side of the island and a swimming are within the lagoon on the northern side. The swimming are will be developed after removing seagrass found within the lagoon from an area having 1,300sqm. It is expected that a total of 3,252cbm of material will be obtained from the removal of seagrass. The seagrass content will be removed before the material will be used on the proposed beach. The proposed beach will be developed having an average width of 10m and a height of 1.4m above MSL. Two methods of material excavation will be used during the project implementation. Initially removal of seagrass will be undertaken by use of excavator and sand from the area will be obtained by using a sand pump. Under the Maldives Environmental Protection and Preservation Act (Law No. 4/93) and EIA Regulation 2012, the proposed beach and swimming area development project requires an EIA to be carried out. The report presents major findings of the EIA report. This EIA is prepared as per the Terms of Reference (TOR) approved by Environment Protection Agency (EPA) on 20 March 2016. Baseline environmental condition of the proposed project site as well as socio-economic environment was conducted for which the environmental impacts and mitigation measures as well as project alternatives are presented. It was found that there is a great need from the community for developing the beach and swimming area on the island, which is recognized as an important community need. The assessments carried out on the biophysical environment on the northern side of the island indicate that the coral reefs within the project boundary had very little live coral cover and limited reef fish abundance and diversity. The depth of the project area ranges from -0.4m MSL in the nearshore areas to -0.8m MSL at the proposed burrow site. The current flow was from east to west reaching to speeds of 0.14m/s and 0.18m/s. The area in close proximity to the project has known surf points. Most of the lagoon environment was covered with seagrass Thalassia hemprichii. There are two Marine Protected Areas (MPAs) within close proximity of the project location. Thamburudhoo Thila MPA is located close to the project site at distance of 1.2km NE and Lankan Thila MPA is located 5km SW. There are two Sensitive Sites (SSs) within the vicinity of the project site, they are Huraagandu SS located at a distance of 4.3km north and Okebe Thila SS located at a distance of 7.4km SW. Key environmental impacts from the proposed project will be from sedimentation to the reef areas on the northern and NW sides, changes in the hydrodynamics of the burrow area and nearshore lagoon on northern side of the island as well as potential changes to the northern shoreline of the island and these impacts can be reduced by implementing various environmental management and mitigation measures such as undertaking excavation, sand pumping and beach nourishment operations coinciding with low tide and on calm days to reduce spread of sedimentation as well as undertaking the operations in the quickest possible timeframe to reduce impact exposure period. Although there are some environmental impacts from the proposed project, most of these impacts can be reduced and mitigated by use of appropriate methodology and timing. The effectiveness of these methodologies can be documented by implementing a comprehensive monitoring programme. Also, with positive socio-economic outlook of the project and the community needs for the project, it is concluded that the project should go ahead as planned.
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    Technical Report
    Environmental impact assessment for the proposed water production and distribution facility at Milandhoo, Shaviyani Atoll, Maldives
    (2016-12) Zuhair, Mohamed; Abdul Fathah, Mariyam Shujaa-ath; Shareef, Mohamed
    1. The purpose of this EIA is to critically analyse and assess the potential environmental impacts associated with the development of the proposed water production and distribution facility at Sh. Milandhoo and expose the solutions and preferred alternatives as well as mitigation measures to minimize any negative impacts whilst trying to derive the maximum positive impacts from the project; 2. Currently, rainwater is widely used in all houses as cooking water and groundwater is used for various other domestic uses. Almost all houses have a rainwater storage tank. Bottled water is now mainly used as drinking water. Nevertheless, the groundwater lens in the islands of Maldives is depleted and highly saline due to over use and polluted in some areas and not fit for use for domestic purposes. Even though rainwater is widely used, it is not a reliable source as rainwater cannot be collected during dry season. Therefore, it is understood that residents of Milandhoo are in urgent need of a clean water facility; 3. In the proposed facility the water production system is designed for 15 years whereas the distribution system for 35 years; 4. Proposed project involves installation of an RO plant with a capacity of 65 tonnes per day with three independent drains. Seawater intake is proposed from two bore wells 30 m deep at a site near the desalination plant. In addition to the bore wells, the facility will also incorporate rain water collected from public roofs, hence this is an integrated water resource management facility. Project also includes laying of distribution pipeline to existing household and a fire hydrant system; 5. A full baseline of groundwater quality, seawater quality, vegetation clearance and marine environment was established. Marine environment study showed that living substrata and fish count at the proposed outfall location was low; 6. The construction works of new RO plant presented in this report are not expected to adversely impact the environment if the mitigation measures mentioned in the report are followed. The most important mitigation measures are daily maintenance of machinery, following chemical handling procedures, waste segregation and storage in closed labelled containers until disposal; 7. Overall, the proposed project is expected to bring in positive outcomes. It is expected that the newly established water production and distribution facility will ensure water security to the population of Milandhoo in addition to greatly reducing health impacts associated with the use of polluted water; and 8. Monitoring is essential to ensure that environmental thresholds are not exceeded and mitigation measures proposed are working. Water quality and marine environment monitoring shall be done as per the proposed monitoring schedule.
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    Technical Report
    Environmental impact assessment for the proposed water production and distribution facility at Hoarafushi, Haa Alif Atoll, Maldives
    (2016-11) Zuhair, Mohamed; Abdul Fathah, Mariyam Shujaa-ath; Shareef, Mohamed
    1. The purpose of this EIA is to critically analyse and assess the potential environmental impacts associated with the development of the proposed water production and distribution facility at HA. Hoarafushi and expose the solutions and preferred alternatives as well as mitigation measures to minimize any negative impacts whilst trying to derive the maximum positive impacts from the project; 2. Currently, rainwater is widely used in all houses as cooking water and groundwater is used for various other domestic uses. Almost all houses have a rainwater storage tank. Bottled water is now mainly used as drinking water. Nevertheless, the groundwater lens in the islands of Maldives is depleted and highly saline due to over use and polluted in some areas and not fit for use for domestic purposes. Even though rainwater is widely used, it is not a reliable source as rainwater cannot be collected during dry season. Therefore, it is understood that residents of Hoarafushi are in dire need of a clean water facility; 3. In the proposed facility the water production system is designed for 15 years whereas the distribution system for 35 years; 4. Proposed project involves installation of an RO plant with a capacity of 80 tonnes per day with three independent drains. Seawater intake is proposed from two bore wells 13 m deep at a site near the desalination plant. In addition to the bore wells, the facility will also incorporate rain water collected from public roofs, hence this is an integrated water resource management facility. Project also includes laying of distribution pipeline to existing household and a fire hydrant system; 5. A full baseline of groundwater quality, seawater quality, vegetation clearance and marine environment was established. Marine environment study showed that living substrata and fish count at the proposed outfall location was low; 6. The construction works of new powerhouses presented in this report are not expected to adversely impact the environment if the mitigation measures mentioned in the report are followed. The most important mitigation measures are daily maintenance of machinery, following chemical handling procedures, waste segregation and storage in closed labelled containers until disposal; 7. Overall, the proposed project is expected to bring in positive outcomes. It is expected that the newly established water production and distribution facility will ensure water security to the population of Hoarafushi in addition to greatly reducing health impacts associated with the use of polluted water; and 8. Monitoring is essential to ensure that environmental thresholds are not exceeded and mitigation measures proposed are working. Water quality and marine environment monitoring shall be done as per to the proposed monitoring schedule.
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    Technical Report
    Environmental impact assessment for proposed coastal protection works in Dh. Maaenboodhoo Island
    (2015-11) Zuhair, Mohamed; Shakir, Ibrahim
    The proposed project is to protect areas affected by beach erosion on the NE, SE, NW and SW of Dh. Maaenboodhoo Island by means of rock boulder revetment breakwater and geobag revetment. In this regard, it is proposed to build a 220m long rock boulder revetment breakwater along the NE side, 550m long rock boulder revetment breakwater along the SE side, 225m long geo-bag revetment along the NW shoreline and 190m long geo-bag revetment along the SW shoreline of the island. Furthermore, profiling and backfilling of beach areas on the NW and SW sides as well as obtaining core fill material for the rock boulder revetments are an important part of the proposed project. As the proponent of the project, it is proposed by Ministry of Environment and Energy and has been awarded to Sas e Senok JV Pvt. Ltd. on design and built basis. As the contractor for the project, Sas e Senok JV Pvt. Ltd. has undertaken the Environmental Impact Assessment (EIA) Report to be submitted to Environmental Protection Agency (EPA) for approval. This EIA is prepared as per the Terms of Reference (TOR) approved by Environment Protection Agency (EPA) on 23 September 2015. The scope of this EIA is to assess the existing environmental condition of Maaenboodhoo Island and surrounding environment, identify potential environmental impacts, propose environmental management and mitigation measures to minimize environmental impacts as well as propose an environmental monitoring plan with appropriate environmental parameters to monitor changes during construction and post construction stages of the development. Maaenboodhoo Island is found at Longitude 72.963335 and Latitude 2.695566 in a 5km long reef found on the southern periphery of Dhaalu Atoll. The island is found in the NE tip of the reef and has a NE-SW orientation. The longest point of the island has approximately 950m and the widest point has approximately 350m. The average area of the island is about 20.4ha. Main environmental impacts from the proposed project will be from sedimentation including water quality deterioration, reef damage as well as direct destruction of lagoon habitats within the project boundary as well as permanent changes to the shoreline of the island where project activities will be implemented. Although, these impacts are inevitable, it is effects can be reduced by implementing various environmental management and mitigation measures such as undertaking the activities of the project coinciding with low tide and on calm days as well as undertaking the operations in the quickest possible timeframe to reduce impact exposure period and construct physical barriers to reduce sedimentation. During post construction, environmental impacts identified include risk of flooding in land fill areas as well as physical damage to geo bag revetments as a result of excessive and some destructive use. The key benefit of the project is to protect the shorelines of the island from further beach erosion and protect infrastructure on the island. With regards to mitigating and reducing significant environmental impacts from the project, the following measures including use of physical barriers such as sand beds and undertake the activities in shortest possible time and on calm days at low tides, as well as directing sedimentation into the deep lagoon area and number of other measures have been proposed. Although there are a number of environmental impacts from the proposed development, some of these can bring permanent changes to the environment of the island, other impacts can be reduced and mitigated by use of appropriate methodology. The effectiveness of these methodologies can be documented by implementing a comprehensive monitoring programme. Also, with positive social outlook of the project and considering the overall need for the project, it is concluded that the project should go ahead as planned.
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    Environmental impact assessment for proposed farming development project in B. Aidhoo Island
    (2016-11) Zuhair, Mohamed; Shakir, Ibrahim
    Mr. Mohamed Saeed of M. Snowflakes has proposed to develop a farming project on Aidhoo Island located in Baa Atoll. As part of the project, it is proposed to undertake different types of farming methods by using modern technology including setting up of a vertical farm, hydroponics farm, orchid farm and container farm. Separate plots will be developed for each farming method where lettuce, tomato, melon, chili, cucumber, bell pepper, etc are proposed to be produced. The project will be developed with all support facilities, services and infrastructure. This EIA is prepared as per the Terms of Reference (TOR) approved by Environment Protection Agency (EPA) on 19 October 2016. For such development projects, a mandatory EIA is required as per the EIA Regulations of 2012 before commencement of any activity relating to the project. The scope of this EIA is to assess the existing environmental condition of Aidhoo Island and surrounding environment, identify potential environmental impacts, propose environmental management and mitigation measures to minimize environmental impacts as well as propose an environmental monitoring plan with appropriate environmental parameters to monitor changes on a regular basis. Aidhoo Island is located at 5°11'13.73"N and 73°9'48.93"Eand is found on the eastern periphery of Baa Atoll rim in a single reef system. The island is found on the western parts of the reef in an elliptical shape similar to the reef and has an orientation from E-W. The closest inhabited island is Dhonfanu located at 4.2km west, the closest tourist resort is Kihaad Maldives located at 3km west and the closes uninhabited island is Hanifaru Island found within Hanifaru Marine Protected Area located at 1.5km SW of Aidhoo. The Domestic Airport in Dhravandhoo is found 4.5km south. The island is about 280m long from the longest point and 115m wide from the widest point and has an approximate area of 2.3ha. The island has healthy vegetation in the middle parts and young and pioneering vegetation all around it. A dynamic sand spit is found on the western tip of the island while surf breaks are found on the eastern side of the island. During the construction period, key environmental impacts are believed to occur from site clearing and construction waste disposal. During operation a number of significant environmental impacts have also been envisaged including solid waste disposal and inappropriate methods of wastewater disposal from the island will generate long-term impacts on the environment including effects on island environment, changes in reef community structure, damage to coral reefs and degraded seawater quality, etc The socio-economic impacts of the proposed development have been identified to be mostly positive. These include, opening of new employment opportunities, contribution to improving living standards of nearby communities through direct and indirect economic benefits, development of skills as well as contribution to the local economy from the above. In order to mitigate and reduce environmental impacts from the proposed project, key considerations have been given to minimize vegetation clearance on island for facilities and farming development, development of an appropriate waste management center with equipment and staff. An Environmental Monitoring Plan, which will be implemented during construction and operation phases of the development will be undertaken. An environmental monitoring report will be prepared twice a year, which will be submitted to relevant government authorities. Although there are a number of environmental impacts from the proposed development, most of these impacts can be reduced and mitigated by use of appropriate methodology. The effectiveness of these methodologies can be documented by implementing a comprehensive monitoring programme. Also, with positive social and economic outlook of the project and considering the overall contribution of the project to local and national economies, it is concluded that the project could be undertaken.
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    Technical Report
    Environmental impact assessment for proposed access channel and boat mooring area deepening in Fehendhoo Island, Baa Atoll
    (2016-03) Zuhair, Mohamed
    The Secretariat of the Fehendhoo Council (Fenhendhoo Island Council) proposes to develop an access channel and a boat mooring area by deepening a 244m long, 10m wide access channel and a 45.75m long and 30.50m wide boat mooring area on the northern side of Fehendhoo Island. These areas will be excavated to a depth of 3m at low tide. Also, as part of the proposed project, a retain wall by use of concrete blocks on the island-ward side of the boat mooring area will be undertaken. An area of 2,440sqm from the access channel and an area of 1,395sqm from the boat mooring area require to be excavated as part of the proposed project. A total of 6,100cbm from the access channel and 3,488cbm from the boat mooring area (total 9,588cbm) will be obtained from these locations. Two areas have been identified for use of the excavated material from the proposed project including use of material on the small islet by the existing partial access channel on the northern side and on the NW shoreline of Fehendhoo where long-term beach erosion has been identified. Under the Maldives Environmental Protection and Preservation Act (Law No. 4/93) and EIA Regulation 2012, the proposed deepening of access channel and boat mooring area project requires an EIA to be carried out. The report presents major findings of the EIA report. Baseline environmental condition of the proposed project site as well as socio-economic environment was conducted for which the environmental impacts and mitigation measures as well as project alternatives are presented. It was found that there is a great need for developing an access channel and a boat mooring area on the island, which is recognized as an important community need. The assessments carried out on the biophysical environment indicate that the coral reefs within the project boundary had very little live coral cover and limited reef fish abundance and diversity. The depth of the project area ranges from 2.7m on the north to 0.4m on the south below MSL. The current flow was from north to south taking a slightly westward direction and strong currents were identified on the outer reef area and decreased currents were observed in the lagoon closer to the island. Most of the lagoon environment was covered with seagrass in the nearshore and isolated corals, rubble and rock in the middle lagoon areas. As a result of the proposed project during construction phase, some environmental impacts such as sedimentation, direct destruction of lagoon habitats, turbid marine water quality and certain degree of impacts to corals and seagrasses have been identified. Most significant impacts based on evaluation will be from excavation works where the impacts have been identified to be moderately significant. With regards to mitigating most severe impacts, work will be carried out during low and on calm days in order to reduce spread of sedimentation related impacts. Although there are some environmental impacts from the proposed project, most of these impacts can be reduced and mitigated by use of appropriate methodology and timing. The effectiveness of these methodologies can be documented by implementing a comprehensive monitoring programme. Also, with positive socio-economic outlook of the project and the community needs for the project, it is concluded that the project should go ahead as planned.
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    Technical Report
    EIA for the development of an agricultural product at Baa. Hulhudhoo
    (2015-10) Zuhair, Mohamed
    This report provides the finding of an environmental impact assessment conducted for the proposal of an agricultural development at the island of Hulhudhoo, Baa Atoll. Environment Impact Assessment is required before undertaking any developmental project such as agriculture development that may have a significant negative impact on the natural environment of the island under Environmental Impact Assessment Regulation 2012. Hence, this report is written to fulfill the legal obligations under the EIA regulation. The project is proposed by Ms. Aminath Muna and the island of B. Hulhudhoo is leased to Ms. Muna in 2015 to develop agricultural activities. The proposed agricultural project, at Hulhudhoo is based on production of high quality banana for supplying produce to surrounding resort islands. This project also involves along with the establishment of commercial farming plots for banana plantation, the establishment of mushroom culture infrastructure such as a laboratory, grow-out houses for mushroom, packing and storage facilities. The mushroom produced would also be supplied to resorts. The proposed project has the following major components: 1. Agro-Forestry: The concept of growing agricultural crops alongside forest trees, for integrated farming systems 2. Banana Plantation: Over 50 plots (150ft by 150 ft) is dedicated to growing banana, with some areas allocated for fruit orchards. 3. Mushroom culture: producing fresh mushroom by using impregnated spawn and supply to resorts Hulhudhoo agriculture development project is part of the embodiment of the Government’s vision for promoting food security and to increase yield and optimum land use through improved and high yielding crops and hybrid varieties, cultivation designed for more sustainable and commercial scale agricultural produce such as year round banana produce and mushroom culture. The project would include infrastructure to support the project and land clearance for banana plantation.This project involves the establishment of commercial farming plots for banana plantation along with mushroom culture infrastructure such as a laboratory, grow-out houses for mushroom, packing and storage facility and staff accommodation. Construction of the buildings will be kept to a minimum; staff accommodation, kitchen / dining facilities will be constructed to accommodate no more than 15 people for the agricultural works. A small stilt-jetty is constructed on the western side of the island. The baseline environmental conditions were assessed using standard methods. Environmental impacts were identified and assessed for both construction phase and operational phase of the project. Some of the environmental impacts of the project have been identified as positive resulting mainly from improved socio-economic conditions, increased economic activities in Baa Atoll as a whole, direct and indirect employment opportunities, and increased business opportunities. The main negative environmental impact of the project is identified to be the changes to the islandecosystem from clearance of vegetation.The main mitigation measures for the proposed project would be that clearance takes place only where necessary. Septic tanks systems have been proposed for disposing human waste and pose no long-termnegative environmental impact considering the small number of people expected to bebased on the island.The Proponent, are committed to undertake monitoring during all stages of the project and the cost monitoring programme has been endorsed. The activities proposed in the project comply with the environmental laws of the Maldives, its rules and regulations, including requirements of those agencies relevant to the agricultural development works enforcement. In conclusion, this EIA has looked into the key factors that needed to be looked in to during construction and operational stage. In my opinion, even though this project does have significant environmental impacts to the terrestrial environment, the significant positive impacts that would arise from the agricultural development in Hulhudhoo would provide such as asset for the well-being of the population and residents of Baa Atoll.