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SEW - ICR3 INSTALLATION OF PVC PIPE BY OPEN CUT
SEW - ICR3 INSTALLATION OF PVC PIPE BY OPEN CUT
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SEW - ICR3 INSTALLATION OF PVC PIPE BY OPEN CUT CHECKLIST

PRESSURE SEWER SCHEME

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Audit

Project No:

Catchment:

Sub Catchment:

CIZ No.

1. Planning and Approvals

All Plans/Permits valid and onsite - ie. Power Company, Council or VicRoads MOA

Date
Checked By
  • Fiona Best
  • Murray Doherty
  • Quinnie Trinh
2. Construction Documentation

SWMS relevant for specific site

Excavation Permit

Confined Space Entry Permit

Valid Q form

Date
Checked By
  • Fiona Best
  • Murray Doherty
  • Quinnie Trinh
3. Construction Plant and Equipment

Daily pre-start checklists completed for all plant

CSE equipment satisfactory

Plugs (not damaged)

Hoses (no leaks)

Date
Checked By
  • Fiona Best
  • Murray Doherty
  • Quinnie Trinh
4. Service Location and Protection

"Dial Before You Dig" information onsite

All known existing services have been located and proved prior to work commencing

Minimum clearance maintained as per WSA 02-2002

Date
Checked By
  • Fiona Best
  • Murray Doherty
  • Quinnie Trinh
5. Traffic Management

Set up as per site Traffic Management Plan

Date
Checked By
  • Fiona Best
  • Murray Doherty
  • Quinnie Trinh
6. Inspection of Materials

Pipe and fittings conform to specifications and are in new condition

Pressure rating PN16/SDR11 PVC Pipe colour white

- min SN8 for pipe > 100mm pipe
- min SN10 for 100mm pipe

Quarry certificates submitted for bedding and backfill materials

Date
Checked By
  • Fiona Best
  • Murray Doherty
  • Quinnie Trinh
7. Establish Environmental Controls (as per TMP)

Excavations NOT impacting on any Structural Root Zones ( if so, will require the designated arborist onsite)

Silt fencing set up where required

Silt traps employed where required

Parra webbing erected around protected trees/vegetation

Date
Checked By
  • Fiona Best
  • Murray Doherty
  • Quinnie Trinh
8. Pipe Alignment

As per Construction Drawings

Survey has marked out alignment prior to excavation

Date
Checked By
  • Fiona Best
  • Murray Doherty
  • Quinnie Trinh
9. Excavation

Sufficient traffic management and signs around excavation

Adequate fall from heights protection installed where required

Appropriate trenching and shoring method used

Spoil stored correctly or removed from site

Date
Checked By
  • Fiona Best
  • Murray Doherty
  • Quinnie Trinh
10. Laying Pipe

Minimum cover achieved as per WSA 02-2002 Table 4.8 (for gravity sewers)

- 1200mm for unsealed road carriageways and arterial road carriageways

Tracer wire installed with pipe and to standard

Date
Checked By
  • Fiona Best
  • Murray Doherty
  • Quinnie Trinh
13. Bedding of Pipe for Open Cut

Bottom of trench is free from sharp obstructions

Min 100mm compacted sand on bed of trench

Min 150mm compacted sand surrounding pipe

Marker Tape installed on top of bedding material (min 150mm above pipe)

Date
Checked By
  • Fiona Best
  • Murray Doherty
  • Quinnie Trinh
14. Compaction and Backfill

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

Date
Checked By
  • Fiona Best
  • Murray Doherty
  • Quinnie Trinh
15. Acceptance Testing

Pressure testing for Pressure Sewer (hydrostatic)

Pressure Testing for gravity system (vacuum or low air pressure testing)

Deflection testing (only for gravity - to be done 14 days after compaction has been completed)

CCTV received and satisfactory

Date
Checked By
  • Fiona Best
  • Murray Doherty
  • Quinnie Trinh
16. Reinstatement

Construction Impact Zones and affected work areas restored to condition prior to commencement of works

All surplus material removed from site

Date
Checked By
  • Fiona Best
  • Murray Doherty
  • Quinnie Trinh
NOTES AND COMMENTS

South East Water Representitive
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SEW - ICR3 INSTALLATION OF PVC PIPE BY OPEN CUT
Anonymous

SEW - ICR3 INSTALLATION OF PVC PIPE BY OPEN CUT

PRESSURE SEWER SCHEME

Use this Digital Checklist
Download as PDF
Please note that this checklist is a hypothetical example and provides basic information only. It is not intended to take the place of, among other things, workplace, health and safety advice; medical advice, diagnosis, or treatment; or other applicable laws. You should also seek your own professional advice to determine if the use of such checklist is permissible in your workplace or jurisdiction.

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