Information
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Document No.
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Audit Title
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Client / Site
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Conducted on
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Prepared by
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Location
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Personnel
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Project No:
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Catchment:
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Sub Catchment:
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CIZ No.
1. Planning and Approvals
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All Plans/Permits valid and onsite - ie. Power Company, Council or VicRoads MOA
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Select date
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Checked By
- Fiona Best
- Murray Doherty
- Quinnie Tranh
- Tony Dibben
- John Di Cosmo
2. Construction Documentation
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SWMS relevant for specific site and activities
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Flushing Point constructed as per Standard Drawings SEW_PSS_004 or SEW_PSS_008
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Isolation Valve constructed as per Standard Drawing SEW_PSS_003
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Excavation Permit
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Confined Space Entry Permit
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Valid Q form
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Select date
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Checked By
- Yes
- No
- N/A
3. Construction Plant and Equipment
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Daily pre-start checklists completed for all plant
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CSE equipment satisfactory
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Plugs (not damaged)
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Hoses (no leaks)
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Select date
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Checked By
- Yes
- No
- N/A
4. Service Location and Protection
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"Dial Before You Dig" information <br>
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All known existing services have been located and proved prior to work commencing
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Minimum clearance maintained as per WSA 07-2007 or WSA 02-2002
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Select date
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Checked By
- Fiona Best
- Murray Doherty
- Quinnie Tranh
- Tony Dibben
- John Di Cosmo
5. Traffic Management
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Set up as per site Traffic Management Plan
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Works within specified road access time periods as stated in relevant MOA
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Select date
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Checked By
- Yes
- No
- N/A
6. Inspection of Materials
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Pipe and fittings conform to specifications and are in new condition<br><br>As per standard drawing:<br><br>- SEW_PSS_003/PSS-1010-M Typical Isolation Valve Installation<br>- SEW_PSS_004 Flushing Point - Trafficable<br>- SEW_PSS_008/PSS-1012-M Flushing Point
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Min PN16/SDR11, PE 100 and 316 SS Fittings
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Valve/s clockwise closing
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3mm gasket in good condition
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Select date
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Checked By
- Yes
- No
- N/A
7. Establish Environmental Controls (as per EMP)
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Silt fencing set up where required
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Silt traps employed where required
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Parawebbing erected around protected trees/vegetation
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Arborist onsite for excavation within a SRZ
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Select date
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Checked By
- Yes
- No
- N/A
8. Excavation
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Sufficient traffic management and signs around excavation
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Adequate fall from heights protection installed where required
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Spoil stored correctly or removed from site
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Correct trenching and shoring methods used for excavations greater than 1.5m
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Select date
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Checked By
- Yes
- No
- N/A
9. Isolation Valve Location
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Ensure correct fittings and pit covers are used (Trafficable or non Trafficable)
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Is this a bridge crossing? Valves required on either side of crossing
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Flanges wrapped in blue plastic
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Select date
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Checked By
- Yes
- No
- N/A
10. Flushing Pit Location
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Ensure correct fittings and pit covers are used (Trafficable or non Trafficable)
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Intermediate flushing point is a minimum 1000mm or 12 x diameter from valves (whichever is greater)
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Select date
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Checked By
- Yes
- No
- N/A
11. Concrete Placement
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Concrete placed in accordance with WSA-07-2007 Clause 14.6.5
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Free fall is less than 1.6m
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Concrete is immediately compacted after placing (ensure segregation off concrete ingredients does not occur)
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Formwork remains in place until adequate concrete strength has been achieved
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Select date
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Checked By
- Yes
- No
- N/A
13. Bedding of Pipe for Open Cut
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Bottom of trench is free from sharp obstructions
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Min 100mm compacted sand on bed of trench
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Min 150mm compacted sand surrounding pipe
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Marker Tape installed on top of bedding material (min 150mm above pipe)
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Select date
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Checked By
- Yes
- No
- N/A
14. Compaction and Backfill
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Backfill to MRWA Specification No. 04-03.1 or to Road Authority's requirements
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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
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Select date
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Checked By
- Yes
- No
- N/A
15. Acceptance Testing
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Pressure Testing for gravity system (vacuum or low air pressure testing)
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Deflection testing (to be done 14 days after compaction has been completed)
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CCTV received and satisfactory
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Select date
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Checked By
- Yes
- No
- N/A
16. Reinstatement
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Construction Impact Zones and affected work areas restored to condition prior to commencement of works
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All surplus material removed from site
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Select date
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Checked By
- Yes
- No
- N/A
NOTES AND COMMENTS
South East Water Representitive
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