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HULHULE-MALE’ BRIDGE PROJECT

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EIA for the proposed Hulhule-Male’ Bridge Project<br />

6.7.2 Mitigation measures to reduce risks to ground water<br />

1. Use of high quality fluids during the drilling process to minimise any chance of pollution<br />

of ground water.<br />

2. Where possible, above ground sumps or mud handling systems will be used.<br />

3. Additives to drilling water may be used in small quantities, which prevent the<br />

contamination of aquifers during drilling operations. BTEX drilling fluids will not be<br />

used.<br />

4. Oil, solid waste & hazardous waste handled carefully & transported in sealed containers.<br />

5. All paints, lubricants, and other chemicals used on site stored in a secure and bunded<br />

location<br />

6. General refuse stockpiled in one central area<br />

7. Keep spill clean-up materials readily available<br />

8. Train workers in spill prevention and clean-up, and designate responsible individuals<br />

9. Properly tune and maintain all machinery<br />

10. Carry out construction activities user the supervision of a suitably experienced person<br />

11. Only undertake dewatering when absolutely required<br />

6.8 Evaluation of landscape impact<br />

The structure of the bridge should be simple and elegant. In this project, aesthetic style and<br />

landscape design of the bridge will be given a high priority in the design phase of the bridge.<br />

Without compromising the existing natural setting of the country, the design based on<br />

“simplicity, durability and economic feasibility” not only meets the principle function of the<br />

bridge, it can also resonate with the surrounding landscapes. Figure 6.18. shows how the bridge<br />

will look following completion.<br />

Main bridge adopts rigid frame scheme of multi-cross V shape: the hollowing out of main piers<br />

have a transparency effect with light and handy shape, which will greatly decrease the visual<br />

blocking (Figure 6.19). In addition, there will be no structures on top of the bridge deck, which<br />

will broaden drivers’ and passengers’ view providing them with a view of the natural landscape<br />

around the bridge (Figure 6.20).<br />

The bottom structure of the approach bridge is the most commonly used column piers. But in<br />

light of this bridge, column piers at the bottom of the bridge will not meet the principle of<br />

landscape design of “simplicity and elegant”, so column piers of the approach bridge are solid<br />

Prepared by: CDE Consulting & China Shipping Environment Technology<br />

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