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Taranaki Thoroughbred Racing consent monitoring 2018-2019

groundwater levels as a result of the authorised abstraction. During the period under review, groundwater levels measured within monitoring bore GND2103 varied in response to abstraction from GND2010. When abstraction volumes increase over the summer months the groundwater levels fall in response and during the winter months, when abstraction decreases, the groundwater levels recover. In summary, groundwater level monitoring data gathered by the Council does not indicate any long-term

Long-Term Plan 2018/2028 Consultation Document

revenue streams. Port Taranaki Ltd operates in a highly- competitive trading environment and there are no guarantees that it will be able to continue to deliver forecast dividend levels. Accordingly there is a risk that profits and dividends may fall at some future point. This is the biggest risk to the delivery of the Council’s proposed programmes. Over the ten years, there are fluctuations in the level of changes in general rates. Unchanged, these fluctuations would result in

Oil Spill Plan annex 2: Personnel & mobilisation

response. Contact: Marcia Reynolds Steve Brown Phone: 06-757 3900 06-757 3900 0272419444 page Document #: 1024851 Taranaki Trained Responders as at 14 Oct 2020 (up-to-date list in WEBEOC) Responder Name Responder Employee Response Level Support Staff Specialist Role Du Fall First Gas Regional Alan Coldrick Port Taranaki Regional Albert Plant Port Taranaki Regional Bart Jansma Riverwise Consulting Regional Brian

TRC Technical Memorandum Sediment rivers 25 July 2023

modelled results from Fraser (2022). Attribute band Southern Hill Country Coastal Terraces Pātea Volcanic Ringplain Waitara Northern Hill Country A 64% 0% 39% 27% 54% 84% B 11% 3% 12% 7% 12% 6% C 10% 17% 16% 11% 7% 2% D 16% 79% 32% 55% 27% 8% The modelled estimates show that the majority of total stream reach across the Waitara, Southern Hill Country and Northern Hill Country FMUs fall in band A for visual clarity (54%, 64% and

JD Hickman Annual Report 2021/22

(For a copy of the signed resource consent please contact the TRC Consents department) page Water abstraction permits 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. Permits authorising the abstraction of water are issued by the Council under Section 87(d) of the

Operations and Regulatory Committee Agenda April 2023

activity under the New Plymouth District Plan. Silt and sediment controls are managed in accordance with permitted activities requirements. This consent is required to manage the discharge of contaminants from the site as the stockholding area falls within 50 m of a farm drain. The associated feedpad is going to be used throughout the winter period. This will reduce nutrient runoff to waterways during winter as more effluent will be captured by the feedpad and delivered to the effluent

Annual report 2015-2016

State of the Environment Monitoring Report. page 8 Photo 2 Urenui Beach (8 January 2015) Photo 3 Onaero Beach (8 January 2015) page 9 2. Results 2.1 Urenui Beach Camp 2.1.1 Inspections 17 December 2015 Conditions were overcast with light spitting rain and a north westerly wind at the time of the inspection. The camp manager reported that there had been no issues with the sewerage pump station since the previous

Future directions for management of gravel extraction in Taranaki rivers and streams

of gravel bedloads. The mountain and ranges have a strong influence on rainfall by producing orographic type events which are often associated with frontal systems and depressions moving across the Tasman Sea. Although the annual totals are quite high, the way in which rainfall is delivered is more significant. Short duration, high intensity bursts of rain occurring during a storm event are potentially much more significant in terms of runoff generated and related damage within the

Annual report 2015-2016

approximately 300 L/s of the residual flow past the weir (constructed in 2002). The remaining residual flow passes through an old (and mostly ineffective) fish pass on the true left bank of the weir. Much of the scheme is monitored and operated remotely. Through a computerised water level sensor system, Trustpower can monitor the residual flows in the Manganui River and Mangaotea Stream, water levels in the race and lake and how much rain is falling locally. This has allowed Trustpower to manage