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Culverts

When thinking of building a culvert, some things to consider are:

  • offer the advantage of high, weight-loading capacity and low maintenance constructions
  • need to be of sufficient size to accommodate a ten year flood (engineering consultants or Environment Bay of Plenty can provide flood calculations)
  • must be designed and sited to avoid impeding fish passage
  • must be maintained to prevent blockage
  • slope embankments 2:1 upstream and 3:1 downstream sides
  • can be constructed as permitted activity when applying to the above restrictions unless pipes over
  • 900 mm in size are required

Other conditions include:

  • there is only one culvert per crossing of the appropriate length
  • pipes must be a minimum of 300 mm and maximum of 900 mm
  • pipe length should protrude at both ends otherwise a headwall will be necessary
  • maximum fill height over the culvert is 1.5 m
  • fill batters are stabilised on completion of installation
  • culvert is installed on a hard stable bed
  • spillways are incorporated into embankment design to prevent the flow going over the top of the structure when blockages occur
Culvert construction
When constructing a culvert, please note the following points:

  • use an excavator for site preparation and placement of pipes to minimise soil disturbance and cost
  • stockpile surplus soil well clear of stream channels
  • lay culvert pipes on a minimum gradient of 2 degrees (ie 28:1)
  • compact backfill around pipes
  • the minimum depth fill over the pipes is 800 mm and maximum is 1.5 m otherwise a resource consent is required
  • build up embankment with 200 mm soil layers and compact between each layer
  • use only clean fill
  • sow embankments with suitable ground cover seed immediately after construction to reduce erosion eg grass/legume mix
Headwall
When constructing a headwall, please consider the following points:

  • use round posts for piles
  • drive piles at least 1 m into undisturbed ground
  • space piles no further apart than 2.5 m
  • tie all piles back to those on the opposite side with cables or wing-wall piles to anchor blocks in the fill slope
  • use two clamps for each cable loop
  • do not backfill soil directly against wall instead sandbag using a dry mix of sand and cement (4:1) particularly where pipes emerge
    Headwall Diagram
    Headwall Diagram

    Headwall Materials
    Item Size Material
    Piles 200 mm diameter x 3 m length Radiata pine H5
    Walling 200 mm x 50mm Radiata pine H5
    Tie Back Cable 15 mm diameter Wire rope
    Anchor Blocks 100 mm x 100 mm x 1.8 m post or 150 mm x 1.8 m half round post




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