HULHULE-MALE’ BRIDGE PROJECT

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EIA for the proposed Hulhule-Male’ Bridge Project Figure 4.15: Bathymetric model of theeastern side of Male’ showing the past reef collapse areas Source: Flury, 2009, p36 4.3.1.3 Engineering geology According to drilling data of Male Island for the last 20 years, the stratums of the Male Island could be divided to following soil elements: artificial fill (Q ml 4 ), loosing-state fine ~ medium sand (Q m al 4 ), coral fragment mixed medium-dense sand (Q 4 ), coralline algae limestone which is underlying below 10~13 m. The Pleistocene coralline algae limestone deposits to several meters in drilling pore which is less 40 m depth, the brown part of Figure 5.16 shows data for boreholes where Pleistocene coralline algae limestone and the yellow part shows Holocene coralline rocks were reached. Prepared by: CDE Consulting & China Shipping Environment Technology Page|75
EIA for the proposed Hulhule-Male’ Bridge Project Figure 4.16: Schematic diagram of existing drilling location in Male Island Based on the work-stage geological drill, cover layer on the land of Male side is 8~15 m thickness, which is fill stratum and poor-cementation quasi reef limestone (Q o 3 ), underlying reef limestone (Q o 2-3 ). The layering for the abutment drilling is: • Filling (Q ml 4 ): 0~1.3 m. • Quasi reef limestone (Q o 3 ): 1.3~5.9 m, ivory, hoar, some of rock cores are short column which is semicircle, cylindrical section length for 10~20 cm, some of cores are 1~3 cm fragmental; almost skeletons is 0.5~1.0 cm coral gravel, just little is 2.0~4.0 cm coral gravel; crystalline calcite cement, cementation is poor, half-cementation state; intergranular void is mature, the surface of core is coarse, and rock mass is relatively fragmental; rate of exploitation for core is about 85%, RQD is about 20%. • Quasi reef limestone (Q o 3 ): 5.9~9.8 cm, ivory, hoar, almost core is loose, with coarse sand mixed with gravel, little of core is skull-shape reef limestone cylinder; leaf like calcite cement weakly, cementation is poor; high inter-granular voids, easily friable rock mass; the rate of exploitation for core is about 70%, RQD is 0. • Reef limestone (Q o 2-3 ): 9.8~65.4 m, biocalcirudite or massive coral limestone, ivory, hoar, most rock cores are 5~25 cm columns, part of rock core section is 30~40 cm length; the skeleton mainly consists of 0.5~1.5 cm coral clast and a few 2~4 cm coral debris; multi-crystalline calcite cement, and cementation is strong; biological pore, intergranular pore are mature, surface of the core is irregular; the core is rigid, the sound of hammering is silvery, and core is tough and rock mass is integrated relatively; the rate of exploitation for core is 60%-90%, RQD is about 5%-80%. Prepared by: CDE Consulting & China Shipping Environment Technology Page|76
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ENVIRONMENT IMPACT ASSESSMENT FOR T
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EIA for the proposed Hulhule-Male
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Page 52 and 53: EIA for the proposed Hulhule-Male
Page 66 and 67: 3 POLICY AND LEGAL FRAMEWORK EIA fo
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6.5.2.6 Evaluation on noise impact
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In Male’ City, the emergency cont
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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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