MANAIA HAWERA EGMONT NATIONAL PARK Total winter rainfall (mm) KEY % of average winter rainfall xxx yy% INGLEWOOD Pohokura Saddle Dawson Falls Cape Egmont Stratford Whareroa Patea North Egmont Inglewood Motunui Mangorei Kaka Rd Kotare Rimunui Glenn Rd Huinga 157% 149% 147% 107% 137%149% 167% 167% 153% 134% 143% 523 N/A 899 977 798 2245 2723 452 487 404 582 567 728 128%
reduced as rain eased. An incident report was provided by NPDC. An infringement notice was issued. 2.3.2 Sewage pump station incidents There were no unauthorised discharges from sewage pump stations (SPSs) during the 2023/24 monitoring year. 2.3.3 Reticulation overflow incidents Five unauthorised discharges to surface water occurred due to overflows in the reticulation network during the 2023/24 monitoring period (Table 18). page 18 NPDC has continued work
Operations and Regulatory Committee Agenda June 2025
was potentially leaking, staff advised that this would be investigated in summer. Ngatoro G: the ring drain had been redefined and metal placed alongside it to help filter sediment. Kaimiro Production Station and Ngatoro-A: Heavy, persistent rain and strong winds had proceeded the inspection and it was noted that the stormwater system on both sites was working well. All stormwater was being collected and directed for treatment prior to discharge from the site. The sites were tidy and
June 2027 9422-1 To discharge stormwater and sediment, deriving from soil disturbance undertaken for the purpose of constructing the Turangi-C wellsite. 5 February 2013 N/A 1 June 2017 1.3.1 Water abstraction permit Section 14 of the RMA stipulates that no person may take, use, dam or divert any water, unless the activity is expressly allowed for by a resource consent or a rule in a regional plan, or it falls within some particular categories set out in Section 14. The
page 9 3.2 Results 3.2.1 Inspections 08 December 2020 An inspection was undertaken to assess compliance with the wastewater discharge consent. A prolonged period of rain occurred prior to the inspection. The yard was relatively clean and tidy. No evidence of spills. The discharge of stormwater onsite into the roadside drain looked much improved from the last inspection. A sample of the settling pond discharge into the wetland was unable to be collected due to a new
regional plan, or it falls within some particular categories set out in Section 14. The Council determined that the application to take groundwater fell within Rule 49 of the Regional Freshwater Plan for Taranaki (RFWP) as the rate and daily volume of the groundwater abstraction might exceed that of the permitted activity (Rule 48). Rule 49 provides for groundwater abstraction as a controlled activity, subject to two conditions: • The abstraction shall cause not more than a 10% lowering
(Pohokura AEE Vol 3). f. Cliff erosion Sedimentary rocks in cliffs in the ‘papa’ areas of north and south Taranaki are relatively young geologically speaking, so are soft, unconsolidated and easily eroded. Cliffs with waves lapping at the base at high tide are vulnerable to episodic erosion events with the steep faces falling away catastrophically. Compounding this process is groundwater seepage through the cliffs which intensifies after heavy rain. When the top layers are saturated, they
Rules 35 and 36 of the RFWP do not include any matters of control that expressly allow for the consideration of matters such as those expressed in the NPS-FM objective. Given that the Council can only consider policies that relate to the matters over which the Council has reserved control through the plan itself, the Council is unable to take into account matters that fall outside this scope. In terms of the notification assessment and when deciding whether a person is an affected person, the
page 14 trap, near the Firewater Pond. The carpark area project was on-going and a digger was working by burial pit. The entrance to the old dairy factory on Old Normanby Road had traces of left over burial pit product in front of the entrance. TBP staff were advised that this needed attention, as it was forming a crust and heavy rain would likely cause it to discharge to the drain. A discussion was had about the importance of having underground drain plans and these were again