HULHULE-MALE’ BRIDGE PROJECT

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EIA for the proposed Hulhule-Male’ Bridge Project Designing Scheme Economic Efficiency Recommendation Recommended Pile-group Foundation • The cost of positioning measure of steel casing is high. Caisson Foundation • Seabed basement handling will require additional costs. • After installation via use of floating cranes, caisson is required to be positioned accurately; • The positioning accuracy of the seabed surface with more than 40 m in depth will need to be studied more specifically. Not Recommended 7.5 Alternative works site for Male’ The proposed work site on Male’ Island falls into a heavily used recreational area. It has been recommended in the mitigation measures to try and avoid these areas without compromising the required land area for the work site. An alternative site is proposed within Adi Park (See Figure 7.3). The proposed option currently takes up two of the three most heavily used football pitches. The loss of these sites effects between to 130 – 200 persons, including children. The proposed site is also in close proximity with a children’s play area and a heavily used ‘exercising area’. All in all, the about 300 persons may be affected daily due to the current proposal. The alternative proposal allocated the same amount of land area from the unused central part of Adi Park. This proposal retains all three most heavily used pitches and is located away from the children’s park and ‘exercising’ areas. Thus, this option offers a significant social benefit without compromising the land area and distance to the bridge site. Thus, based on net social benefits, the alternative option is preferred. 7.6 Alternative of Borrow Area The proposed borrow site is located in Gulhifalhu where a planned harbour location has been identified as the main source. It is not clear exactly how much of the estimated 50,000 cbm of sand may be eventually needed but what is clear at this stage is the land reclamation requirement. The proposed harbour is adequate for this need. Should there be a need for further dredging, an alternative location has been identified on Gulhifalhu reef (See Appendix B). This site is capable of providing all the required material but should only be used if the material from harbour dredging is not adequate. The main disadvantage of the alternative location and Gulhifalhu reef in general is that these areas are marked for future reclamation. Prepared by: CDE Consulting & China Shipping Environment Technology Page|209
EIA for the proposed Hulhule-Male’ Bridge Project 7.7 Alternative Scheduling One of the most critical elements for the success of the bridge project would be the implementation of the planned relocation of the existing airport runway. If the relocation of the runway does not materialise by the time the bridge becomes operational, the bridge may be virtually unusable at certain times of the day due to road closure. All road traffic will have to cease during take-off and landing as the road is too close to the runway. Traffic lights will be controlled by the Air Traffic Control and may involve unscheduled closures as well. This may make the traffic unpredictable and unreliable forcing people to use ferry services. An alternative option would be to either delay the construction of the bridge or the operation of the bridge until the runway is relocated. However, delaying construction may not be an option due to the advanced stage of negotiation with the Chinese Government and funding sources. Delaying the opening of the bridge is an option but is difficult to predict given that the opening is scheduled for an election year. Thus, even if the most ideal scheduling will be to delay the project until there is a guarantee on the start of the runway relocation project, the only practical option at this stage it to move forward with currently proposed scheduling. Prepared by: CDE Consulting & China Shipping Environment Technology Page|210
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ENVIRONMENT IMPACT ASSESSMENT FOR T
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EIA for the proposed Hulhule-Male
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3 POLICY AND LEGAL FRAMEWORK EIA fo
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l\--:t! @F "lthh-l*n'- Alw.ta l.ktv
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a\-aall s.\a-t 'Ohishin- - Al*rF X.
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Xlr "Ohl6hin' - Anx.t'i t.k ivian,
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73°27'15"E 73°27'30"E 73°27'45"E
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Bridge Project preliminary work pla
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4°10'40"N !. 73°31'0"E #0 G3 !. !
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-474 -520 -555 -216 -243 -224 -53 -
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Maldives Transport and Contracting
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POSITION HELD : Project Manager PRO
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PROJECT NAMES : EIA for City viaduc
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Experience in Consultancy • Septe
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• March 2010: Prepared the beach
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MOHAMED FAIZAN PERSONAL DETAILS Add
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DR. SIMAD SAEED CURRICULUM VITAE (C
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Date: Dec 2000 - March 2001 Locatio
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Date: 2011 Client: North Province O
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Date: 2006 Location Maldives Client
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11. TRAINING, CONFERENCES AND WORKS
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UNEP/SACEP/JNU Workshop on Framewor
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NASHIYA SAEED CURRICULUM VITAE 1. P
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Year: 2014 Location: Maldives Islan
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Location: Maldives Islands visited:
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Mohamed Ali ID #: A 094918 National
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PERSONAL DETAILS Name in Full : Ali
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-Operate digital cameras and downlo
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WORKSHOPS / SHORT-TERM TRAININGS AT
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Shahdha M.Nicosia- 1F , Miriyaas Ma
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Professional Development and Member
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EMPLOYMENT RECORDS Date: Location C
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TRAININGS, CONFERENCES AND WORKSHOP
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APPENDIX L - Declaration and Commit
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B. GENERAL PUBLIC QUESTIONNAIRE Thi
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HULHULE-MALE’ BRIDGE PROJECT

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