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APLNG - Field Delivery Lease Pad ERSED Inspection Checklist

  • Property:

  • Conducted on

  • Inspected By

  • Lease pad Type

  • Number of Lease Pad:

  • ESCP Drawing Number:

  • Comments: (for site visits, note relevant information here and disregard below inspection items)

1.0 Lease pad Set Up

  • 1.1 Site specific ESCP submitted and approved prior to works commencing

  • 1.2 Confirm survey set out is completed and clearing limits identified

  • 1.3 Topsoil stripping depth as per ESCP (mm)

  • 1.4 Depth of which topsoil has been stripped (mm)

  • 1.5 Topsoil stockpiled within lease perimeter that does not impede drilling activities, minimises any mixing with other materials and not within 100m of a watercourse

2.0 Water Diversion / Control

  • 2.1 Clean and dirty water diversion banks installed prior to the commencement of bulk earth work and as per standard drawing and ESCP

  • 2.2 Number of whoaboys:

  • 2.3 Batter diversion banks to be constructed from compacted sub-soil, topsoiled and stabilised as per the ESCP requirements

  • 2.4 Whoa boys are installed as per standard drawing and ESCP (including entrance WB where required)

  • 2.5 Any sediment control installed are in correct location and as per ESCP (water to flow through and not diverted around)

  • Number of rock checks:

  • 2.6 Is there water ponding or batters being scoured in any other area’s of the lease pad

  • If so, what preventative measures should be put in place?

3.0 Batter Chutes

  • 3.1 Are Batter Chutes installed and energy dissipators located where indicated on the ESCP

  • Dimensions of each batter chute:

  • 3.2 Energy dissipator/s correctly installed at the base of the Batter Chutes?

  • Dimension of each Energy Dissipator:

  • 3.3 Geofab used and has been keyed in prior to rock chute installation

4.0 Outlet Controls

  • 4.1 Coir logs are keyed in, installed correctly and functional

  • Number of Coir Logs:

  • 4.2 Excavated sediment traps constructed and installed as per the standard drawing (Q-1000-15-DD-054) and sized as specified in ESCP (refer to table 3)

  • Sump Number and Size:

5.0 Soil Amelioration:

  • 5.1 Soil amelioration implemented as per construction soil management plan

  • Pre-topsoil strip rate (t/ha):

  • Subsoil application rate (t/ha):

6.0 Completion of civil works

  • 6.1 Lease constructed as per approved site specific Erosion and Sediment Control Plan

  • 6.2 If changes to the approved plan are required they must be captured via red line mark ups and approved immediately. Note: Any changes to the approved ESCP require approval and sign-off by the Engineering team and the Environmental team.

7.0 Stabilising Batters and Rehabilitation

  • 7.1 Roughen cut and fill batters parallel to slope, apply gypsum to batters (including batter diversion banks)

  • Gypsum application rate (t/ha):

  • 7.2 Topsoil has been respread over batters to depth defined in the ESCP

  • Topsoil reinstatement depth (mm):

  • 7.3 Polyacrylamide Soil Binder has been applied as per the requriements of the ESCP (refer to table 2)

  • Quantity (m2):

  • 7.4 Seed and Fertiliser has been applied as per the requirements of the ESCP (Table 2)

  • Seed rate and mix (t/ha):

  • Fertiliser rate (t/ha):

  • 7.5 Final surface is free draining and constructed in accordance with lease ESCP

  • 7.6 Remove outlet controls, fill sediment traps and remove dirty water diversion banks. Note: Clean water diversion banks, catch drains, batter chutes and energy dissipators are to remain in place

Comments / Design Changes:

  • Comments

CPB Representative

  • Signature

  • Role:

Other Inspectors:

  • Signature:

  • Role:

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