Search
× Search
Menu
  1. Home
  2. General
  3. Infrastructure Development Processes
  4. Quality Assurance Information Requirements
    1. QA-1 Resource Consent Application Requirements
    2. QA-2 Works Undertaken By or For a Council
    3. QA-3 Development Works Approval
    4. QA-4 Survey Plan (s223) Approval
    5. QA-5 Final Sign Off (s224c) Application Requirements
    6. QA-6 As-Built Information
    7. QA-7 Bonds and Maintenance Fee
    8. QA-8 Building Consent Considerations
  5. Design Standards
    1. DS-1 General Provisions
    2. DS-2 Streetscape
    3. DS-3 Reserves
    4. DS-4 Transportation Network
    5. DS-5 Stormwater
    6. DS-6 Wastewater
    7. DS-7 Water Supply
    8. DS-8 Public Lighting
    9. DS-9 Network Utilities
    10. DS-10 Natural Hazards & Earthworks
    11. DS-11 Road Zone/Road Reserve Occupancy
    12. DS-12 Building Consent Considerations
  6. Standard Drawings
    1. SD-1 General Provisions
    2. Street design diagrams
    3. T100 Perspective Drawings
    4. T200 Streetscape
    5. T300 Reserves
    6. T400 Transport Network
    7. T500 Stormwater
    8. T600 Wastewater
    9. T700 Water Supply
    10. T800 Public Lighting
    11. AB As-Built Drawings
  7. Approved Materials
  8. Construction Standards
    1. CS-1 General
    2. CS-2 Site Clearance
    3. CS-3 Earthworks
    4. CS-4 Excavation
    5. CS-5 Excavation in Trench
    6. CS-6 Fill
    7. CS-7 Bedding & Backfill
    8. CS-8 Subsoil Drainage for Earthworks & Roads
    9. CS-9 Pipework
    10. CS-10 Pipe Fittings
    11. CS-11 Manholes & Rodding Eyes
    12. CS-12 Sumps
    13. CS-13 Trenchless Technology
    14. CS-14 Road Ripping
    15. CS-15 Road Pavement Layers
    16. CS-16 Kerb & Channel
    17. CS-17 Concrete Work
    18. CS-18 Carriageway Surfacing
    19. CS-19 Roadmarking
    20. CS-20 Berm Features
    21. CS-21 Street Structures
    22. CS-22 Road Maintenance
    23. CS-23 Grassing & Turfing
    24. CS-24 Vegetation Planting & Gardens
    25. CS-25 Reinstatement
  9. Inspection & Testing Requirements
    1. IT-1 General Provision
    2. IT-2 Streetscape
    3. IT-3 Reserves
    4. IT-4 Transportation Network
    5. IT-5 Stormwater
    6. IT-6 Wastewater
    7. IT-7 Water Supply
    8. IT-8 Public Lighting
    9. IT-9 Network Utilities
Infrastructure Development Code

CS-8.0 Subsoil Drainage for Earthworks and Roads

PreviousNext

  1. Earthworks

Subsoil drains or similar subsoil drainage control systems shall be installed (as necessary) to lead groundwater away from all springs and potential areas of ground water under or adjacent to fills. These drains or control systems shall also be located in the base of gullies and below sidling fills where cut grades exceed 1v:4h. 

Temporary subsoil drains shall discharge via flexible jointed pipes to an outlet approved by the Geo-Professional. The drains shall be carefully marked and protected as specified and their locations shown on the As-Built plans. The alignment, size and other details of all other drainage shall also be recorded on the As-Built plans.

  1. Roads

NZTA Specification F/2 Pipe Subsoil Drain Construction shall apply except as modified by the following:

  1. Where subsoil drains are required as shown on the approved drawings or directed by the Engineer, they shall be placed behind the kerb unless shown or directed to be in front of the kerb.
  2. The subsoil drains shall consist of an approved filter drainpipe 100mmØ to 150mmØ or approved equivalent in a trench backfilled with an approved filter material around the conduit. The conduit shall have a grade of not less than 1 in 200 and discharge into a sump  or stormwater manhole as appropriate.
  3. NZTA Specification F/2 filter material shall not be used in close proximity to HDPE slotted pipe.
  4. Unless directed elsewhere in these specifications, pea metal or 15mm drainage metal shall be used for backfilling around HDPE slotted pipe. 
  5. Where backfilling a subsoil drain with filter material, the minimum drainage metal cover around the whole pipe shall be 100mm.
  6. Where a strip-drain is approved, backfill with permeable sand is an acceptable alternative to drainage metal.
  7. The invert of subsoil conduits at the sump should ideally not be less than 100mm above soffit of the sump outlet. Where this is not practical, the invert of the sump conduit may, with the approval of Council, be lower, but in no case will it be less than 100mm above the invert of the sump outlet.
  8. Where directed by the Engineer, any permanent wet spot in the subgrade shall be drained to the kerb subsoil drainage system. Where the wet area is below the level of the subsoil drain, it shall be drained using approved filter drainpipes connected to the nearest stormwater system.

 


Definitions in this section

Approved drawings

As-built

Council

Drainage system

Engineer

Geo-professional

Ground

NZTA

Road

Stormwater

Sump

 

 

Tauranga City Council, Private Bag 12022, Tauranga, 3143, New Zealand  |  Terms of use

Back To Top