CONSTRUCTION ENVIRONMENTAL MANAGEMENT PLAN Doc No. 025-Y024-2719 REVISION 8 DATE 21-August-2017
Ingress and Egress to the construction support and storage areas is provided in Appendix F of the project TAP DWP. Details of each CSA are provided below (an overview of site layout is shown in Figure 10) CSA 6 (refer Figure 13) – at the Southern end will provide for: •
A small site office
•
A laydown area for materials and equipment
•
A small toilet and lunchroom facility
•
A generator
•
A load-in area for backfill material.
•
Concrete pumping equipment and concrete load-in.
•
Skip bins / rubbish and recycling bins
•
Provision for 150m³ of stockpiled material during the tunnel backfilling.
•
An earthworks storage area used for storing spoil during excavation and storing backfill material during backfilling
•
Entrance to CSA
CSA 4 (refer Figure 14) – at the Northern Albert Street end will provide for: •
General and hazardous goods storage
•
Piling and deck equipment laydown
•
Skip bins / rubbish and recycling bins
•
Spill kits
•
Jet grouting equipment storage
•
A more substantial lunchroom
•
Site offices
•
A generator
•
Vehicle and Equipment Parking
•
Materials dcelivery and handling
•
Settling tanks
•
Entrance to CSA 4 will be from CSA 6 via the construction traffic deck
CSA 5 (refer Figure 14) – on Customs Street: •
CSA 5 will be a relatively fluid construction support area as the intention is to keep traffic lanes open through staged construction of a traffic deck. During deck piling and deck construction CSA 5 will be used for:
•
Piling equipment laydown
•
Jet grouting equipment
•
A Generator
•
Concrete delivery and pumping.
CONNECTUS PROJECT NO. 2719 CITY RAIL LINK LIMITED
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