Advance Works for Telegraph Bay Development Sample Clauses

Advance Works for Telegraph Bay Development. 4.6.3.1.1 The advance works comprise the following activities and will be carried out in accordance with the schedule outlined in Table 4.11a (refer to Figure 2.3 for reclamation areas): • Activity 1 – Site clearance; • Activity 2 – Pre-drilling and installation of band drains; • Activity 3 – Importation and deposition of sand fill; • Activity 4 – Importation and deposition of pubic fill; • Activity 5 – Surcharging period; • Activity 6 – Disposal of surplus material; and • Activity 7 – Construction of box culvert (in Site 1). Table 4.11a Advance Works – Works Schedule Site Areas Phase Site 4 (area 4 & 5) Act 1 Act 2 Act 3 Act 4 Act 5 Act 6 Site 3 (area 4 & 5) Act 1 Act 2 Act 3 Act 4 Act 5 Act 6 Site 4 (remaining) Act 1 Act 2 Act 3 Act 4 Act 5 Act 6 Site 3 (remaining) Act 1 Act 2 Act 3 Act 4 Act 5 Act 6 Site 2 Act 1 Act 2 Act 3 Act 4 Act 5 Act 6 Site 1 Act 7 Act 7 Act 7 Act 7 Note:
Sample 1
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Advance Works for Telegraph Bay Development. 4.6.5.1.1 Tables 4.11b and 4.11c indicate that the TSP concentrations at Baguio Villas, Kong Sin Wan Tsuen and Telegraph Bay Playground exceeded the relevant criteria during advance works. The following mitigation measures are proposed for all phases apart from Phase 9 (surcharge period): • Regular watering (with complete coverage) of all unpaved access roads; • Reduce speed control of access roads from 20 km/hr to 10 km/hr; and • Covering/dampening of stockpiles above 50m3 in volume in dry and windy conditions.
Sample 1
Advance Works for Telegraph Bay Development. 5.4.3.1.1 The advance works for the development will be conducted by Civil Engineering Department (CED) port division. Advance works for the development include site clearance, predrilling and installation of band drain, excavation /surcharging works and the construction of box culvert. The surcharge works have been scheduled for Sites 2, 3 and 4 only. An underground box culvert across Site 1 will have to be constructed during the advance works stage to substitute the existing surface water body in Site 1 to provide the necessary stormwater drainage connection for Kong Sin Wan and the outfall no. 1. It is understood from CED that the works are likely to be divided into 10 phases with the Engineering Feasibility Study Agreement No CE 92/97 Environmental Impact Assessment –Final EIA Report preliminary schedule as presented in Table 5.4, the schedule is adopted for the purpose of this study. The areas where surcharge works will be carried out are given in Figure 5.8.
Sample 1
Advance Works for Telegraph Bay Development. 5.4.5.1.1 As highlighted in Table 5.5, there will likely be some adverse impacts at Baguio Villas, Pok Fu Xxx Training School and Kong Sin Wan Tsuen during the first six phases of advance works. Models have been re-run to derive the appropriate measures for ameliorating the adverse noise impacts during these phases (I to VI). With adoption of quiet plant and a 3m barrier (or site hoarding) at the northern boundary of Site 1 (Figure 5.11), the noise criteria are met at all the identified NSRs (Table 5.10). Engineering Feasibility Study Agreement No CE 92/97 Environmental Impact Assessment –Final EIA Report Table 5.10 Advance Works – Predicted Noise Levels (With Mitigation – Adoption of Quiet Plant and 3m barrier along northern boundary of Site 1) Leq(30min) dB(A) Sensitive Receivers AW-I AW-II AW-III AW-IV AW-V AW-VI SR2 NA NA NA NA NA NA SR3A 35.1 36.8 38 38 35.8 36.1 SR4 NA NA NA NA NA NA SR5 68.6 68.9 69.4 69.3 64.1 64.2 SR6 NA NA NA NA NA NA SR7 57.7 60.3 62.9 62.8 64.1 64.1 SR8 57.6 57.1 60.3 60.8 60.6 58.3 SR9 NA NA NA NA NA NA SR10 57.5 60.2 62.5 60.5 59.5 56.9 SR11 64.9 65.3 65.9 65.8 61.5 61.8 SR12 63.5 64 64.7 64.6 61 60.9 SR13 62 62.3 63.2 62.9 59.9 59.9 SR19 70.4 71.1 72.3 72.9 72.8 71.3 SR19a 68.4 69.6 70.9 71.5 72.7 70.3 SR19b 62.2 66.0 68.8 70.3 72.6 69.7 SR19c 62.5 66.1 68.8 70.2 72.2 69.2 *SR21 59.2 62.3 64.7 65.2 64.8 63 SR22 58 61.3 63.1 63.7 62.5 60.8 SR23 55.7 58.9 60.7 60.6 59.5 56.2 *SR24 50.4 51.4 54.1 54.1 53.4 52.7 *SR25 50.4 49.3 53.2 53.2 52.2 50.9 *SR26 43.5 45.3 47.4 47 46.7 44.1 SR27 64.6 64.7 65.1 65.2 59.2 58.7 SR28 57.6 59 58.6 59.2 57.4 53.6 *SR40 51 53.2 56.1 56 56.2 52.9 Note:
Sample 1

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