Policy 17-1: Consent decision-making for activities in, on, under or over the beds^ of rivers^ and lakes^ (including modified watercourses but excluding artificial watercourses*)

When making decisions on resource consent^ applications, and setting consent conditions^, for activities in, on, under or over the bed^ of a river^ or lake^ (including modified watercourses but excluding artificial watercourses*) the Regional Council must:

  1.  have regard to the extent to which the activity is consistent with best management practices,
  2. seek to avoid where reasonably practicable any adverse effects^ on any other lawful activity in, on, under or over the bed^ of the river^ or lake^, including existing structures^,
  3. have regard to whether the activity is of a temporary nature or is associated with necessary maintenance* work,
  4. have regard to the objectives and policies of Chapters 2, 3, 5, 6, 9 and 12 to the extent that they are relevant to the activity, and
  5. have regard to the matters in Policy 14-9.


Policy 17-2: Consent decision-making for activities in artificial watercourses*

When making decisions on resource consent^ applications, and setting consent conditions^, for activities on land^ in an artificial watercourse* the Regional Council must:

  1. have regard to the purpose for which the artificial watercourse* was established,
  2. in circumstances where the artificial watercourse* joins a river^ or lake^, have regard to the policies relating to the beds^ of rivers^ and lakes^ in Section 5.4.4,
  3. seek to avoid, remedy or mitigate adverse effects on any significant ecosystems intrinsic to the artificial watercourse*,
  4. manage the activity in accordance with (a), (c) and (d) of Policy 17-1, and
  5. have regard to the matters in Policy 14-9.


Policy 17-3: Gravel extraction

Having regard to Policies 5-22 to 5-25, activities in, on, under or over the beds^ of rivers^ and lakes^ that enable gravel extraction will generally be allowed provided that:

  1. The long term average annual volume of gravel available for extraction from those rivers^ and river^ reaches listed in Table 17.1 must be limited to the quantities stated in the table, unless:
    1. there is a demonstrable river^ management need to increase or decrease this volume, or
    2. the gravel extraction is necessary to decrease the risk of flooding or damage to structures^, or
    3. future information establishes that actual sustainable rates of gravel extraction are higher or lower than those in Table 17.1 taking into account the cumulative volumes being extracted, the natural rates of replenishment and the effects^, including cumulative effects, of extraction.
  2. For any river^ or river^ reach not specified in Table 17.1, the effects^ of the cumulative volume of gravel being extracted on an annual
    basis in the river^ reaches must be considered, including matters in relation to:
    1. the natural rates of gravel replenishment,
    2. the effects^, including cumulative effects^, of the gravel extraction,
    3. demonstrable river^ management needs, and 
    4. the need to decrease the risk of flooding or damage to structures^.
  3. For the purposes of this policy “annual” is defined as 1 July to 30 June the following year.

Table 17.1 Long term average annual allocable volumes of gravel

River or Reach Volume (m3) Volume (m3);
Kawhatau River 20,000
Makino Stream 3,000
Makuriiti Stream 3,000
Manawatū River  
  • From 1 km upstream of Ngawapurua Bridge to source
20,000
  • 1 km upstream to 2.5 km downstream of Ngawapurua Bridge
No extraction
  • 2.5 km downstream of Ngawapurua Bridge to Ballance Bridge
15,000
  • Manawatū Gorge to Karere Rd
2,500
  • Karere Rd to Hamilton’s Line
15,000
  • Hamilton’s Line to Oroua confluence [2007 to 2009]
20,000
  • Hamilton’s Line to Oroua confluence [2009 onwards] the 2 km aggrading reach between 39 Miles (NZMS 260 S24:212-832) and Benchmark 643 (NZMS 260 S24:226-830)
17,500
  • Hamilton’s Line to Oroua confluence [2009 onwards] the 2 km aggrading reach between BM 604 (NZMS 260 S24:206-833) and BM 622 (NZMS 260 S24:207-826)
35,000
Mangahao River 15,000
Mangatainoka River 15,000
Ōhau River  
  • Upstream of a point 1 km above SH 1 bridge
5,000
  • Downstream of a point 1 km above SH 1 bridge
10,000
Oroua River  
  • Upstream of Menzies Ford
10,000
  • Downstream of Menzies Ford
55,000
Oroua River  
  • Upstream of Menzies Ford
10,000
  • Downstream of Menzies Ford
55,000
Pohangina River 25,000
Rangitīkei River  
  • Makahikatoa Stream to Mangarere Road bridge
15,000
  • Mangarere Road bridge to Rewa
25,000
  • Rewa to 7 km downstream of SH 1 bridge
30,000
  • 7 km downstream of SH 1 bridge to mouth
100,000
South East Ruahine Streams  
  • Kumeti
3,000
  • Mangaatua
5,000
  • Mangapapa
2,000
  • Mangatera
500
  • Mangatewaiiti
2,000
  • Mangatewainui
4,000
  • Oruakeretaki
5,000
  • Otamaraho
2,000
  • Otamarahu
1,000
  • Rokaiwhana
10,000
  • Raparapawai
3,000
  • Raparapawai
3,000
  • Tamaki
20,000
Turakina River 3,000
Whangaehu River 8,000
Whanganui River 7,000

Policy 17-4: Rivers^
 
The loss of river^ extent and values is avoided, unless the Regional Council is satisfied that:
  1. there is a functional need* for the activity in that location; and
  2. the effects of the activity are managed by applying the effects management hierarchy*.