Audit
Project No:
Catchment:
Sub Catchment:
CIZ No.
All Plans/Permits valid and onsite - ie. Power Company, Council or VicRoads MOA
- Fiona Best
- Murray Doherty
- Quinnie Trinh
SWMS relevant for specific site
Carbon Filter Ground Vent construction as per Standard Drawing SEW_PSS_006
Air Valve Assembly construction as per Standard Drawing SEW_PSS_007
Excavation Permit
Confined Space Entry Permit
Valid Q form
- Fiona Best
- Murray Doherty
- Quinnie Trinh
Daily pre-start checklists completed for all plant
CSE equipment satisfactory
Fall from heights equipment/gear
Hoses (no leaks)
- Fiona Best
- Murray Doherty
- Quinnie Trinh
"Dial Before You Dig" information
All known existing services have been located and proved prior to work commencing
Minimum clearance maintained as per WSA 07-2006 or WSA 02-2002
- Fiona Best
- Murray Doherty
- Quinnie Trinh
Set up as per site Traffic Management Plan
Works within specified road access time periods as stated in MOA
- Fiona Best
- Murray Doherty
- Quinnie Trinh
Pipe and fittings conform to specifications and are in new condition
Cabinet "Eucalyptus Green" in colour
As per standard drawings SEW-PSS-006 or SEW-PSS-007
- Fiona Best
- Murray Doherty
- Quinnie Trinh
Silt fencing set up where required
Silt traps employed where required
Parra webbing erected around protected trees/vegetation
- Fiona Best
- Murray Doherty
- Quinnie Trinh
Sufficient traffic management and signs around excavation
Adequate fall from heights protection installed where required
Correct trenching and shoring method uses for excavations greater than 1.5m deep
Spoil stored correctly or removed from site
- Fiona Best
- Murray Doherty
- Quinnie Trinh
Concrete to be a minimum 25Mpa
Concrete to be placed in accordance with WSA-07-2007
Free fall to be less than 1.6m
Concrete to be immediately compacted after placing ( ensure segregation of concrete ingredients does not occur)
Formwork has not been stripped until adequate concrete strength has been achieved
Ground Vent has been concrete encased
- Fiona Best
- Murray Doherty
- Quinnie Trinh
Fitting fully operational (test under mains pressure)
- Fiona Best
- Murray Doherty
- Quinnie Trinh
Constructed to design specification
Fittings are straight (not on an angle)
As constructed levels recorded by surveyor
Step irons are in accordance with SEW -1307-V
No visible cracks/defects
Marker post installed with relevant sign attached
- Fiona Best
- Murray Doherty
- Quinnie Trinh
Constructed in accordance with SEW-PSS-006 or SEW-PSS-007
Fittings/cabinets are straight (not on an angle)
As constructed levels recorded by surveyor
No visible cracking/defects
Approved abloy lock on cabinet
Constructed in accordance with PSS-1011-M
No obstructions blocking canister from being accessed/changed by Maintenance
SEW sign/sticker on cabinet
- Fiona Best
- Murray Doherty
- Quinnie Trinh
Backfill to MRWA Specification No. 04-03.1 or to Road Authority's requirements
The Road Authority's requirements shall take precedence if they exceed the requirements of the MRWA Specification.
MRWA Specification for roadways:
- up to 1.5m deep - 20mm Class 2 Plant Mixed Wet Mix Crushed Rock
- Over 1.5m - top 600mm to be 20mm Class 2 Plant Mixed Wet Mix Crushed Rock, 20mm Class 4 Crushed Rock for remainder.
- Excavations in Footpaths - 20mm Class 4
- Backfill placed in 200mm layers and compacted to required density 95% AS.
Compaction Test Report/s received
- Fiona Best
- Murray Doherty
- Quinnie Trinh
Construction Impact Zones and affected work areas restored to condition prior to commencement of works
All surplus material removed from site
- Fiona Best
- Murray Doherty
- Quinnie Trinh
