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Beach Energy Resources Kupe Production Station Annual Report 2023-2024

complying with consent conditions. The Company records the volume of each discharge which is pumped from the site to the outlet structure adjacent to the Kapuni Stream. A summary of the total volume of stormwater discharged each month is provided in Figure 4. The total discharge to the stream was approximately one third of previous years. This reduction was attributed to a decrease in rainfall (the recorder at Kaupokonui at Glenn Road recorded 788mm compared with 1,364mm in the 2022/23 year).

Small stream modification in Taranaki

Taranaki Regional Council Private Bag 713 Stratford April 2010 #537059 page page i Executive summary Taranaki has a very dense drainage network, the natural consequence of its frequent and plentiful rainfall and of gravity’s effects upon water driving it downhill to the sea. Stream flows become the habitat of freshwater ecology and gain value for their in-stream uses and benefits. In Taranaki as in other parts of New Zealand, land clearance and associated

Ambient air quality survey at Bell Block bypass 2014

a heavy rainfall event. The air quality in the Bell Block Bypass area can be considered as ‘excellent’ or ‘good’ for 100 % of the time (Table 2). Table 2 Categorisation of results - entire dataset National Environmental Standard for PM10 = 50 µg/m3- 24 hour average. Category Measured values Days (%) Excellent <10% of the NES, (0-5µg/m³) 18 (30%) Good 10-33% of the NES, (5-17µg/m³) 41 (70 %) Acceptable 33-66% of the NES, (17-33 µg/m³) 0 (0%) Alert

Yellow Bristle Grass - The Ute Guide

some deeply buried seed may survive for up to 10 years or more. Seedlings can emerge from soil depths 6 page Yellow Bristle Grass Ute Guide Third Edition of up to 10 cm, but optimal germination is at 1–2 cm depth. Counts have shown seed numbers up to 20,000/m2 but typically 5–10,000/m2 under light infestations. YBG occurs in areas with adequate summer rainfall, usually where the annual rainfall exceeds 500 mm per annum, although it can tolerate dry conditions once

Annual report 2015-2016

the Eltham municipal wastewater treatment system (WWTP) located to the east of Eltham in the Mangawhero catchment. STDC holds a resource consent to allow it to discharge treated wastewater to the Mangawhero Stream under high rainfall conditions only. Previously STDC also held a consent for the discharge of emissions into the air but this expired in mid 2011 when it was no longer considered necessary as the nature of the biological processes at the plant met a ‘permitted’ category in the

Annual report 2015-2016

sand and vegetation growth consists mostly of pasture. Test pitting and the logging of boreholes on site indicated a relatively shallow water table. Test bores were augured to 10 m both around the waste holding pit area and to the south-western site boundary, revealing alternating layers of sand and clays. Bore construction also revealed localised peat layers within some augured cores (approximately 4–8 m below surface). Average annual rainfall for the site is 1,043 mm (taken from the nearby

Origin Energy NZ Ltd Rimu pipeline leak, October 2010: Cause, remediation & learning points

mobilised a cleanup crew, machinery and equipment. Spill booms and hay bales were put in place to contain the spill and the Oscar unit from the Port Taranaki storage site was also mobilised. 2.6 Mr Steele first noticed an irregularity with the unnamed tributary a week prior but assumed it to be discolouration due to heavy rainfall until viewing it again on the 8th October. 2.7 The leak was notified to Ngati Ruanui Iwi, under the OENZ spill notification procedure, at 4.10 pm on 8th October

Annual report 2013-2014

stream. The full survey reports are attached in Appendix II. page 11 2. Results 2.1 Water 2.1.1 Inspections Seven inspections were undertaken at the Waihapa Production Station and associated sites during the period under review. The following was found during the inspections: 23 July 2013 The site was inspected after recent rainfall and it was observed that ring drains and bunds were all secure and clear of contaminants; however some wind-blown debris

Annual report 2014-2015

rainfall for the site is 1,043 mm (taken from the nearby ‘Patea’ monitoring station). As with the other South Taranaki coastal sites, the Geary site is subject to strong winds. Site data Location Word descriptor: Geary Road, Manutahi, Taranaki Map reference: E 1718754 (NZTM) N 5606372 Mean annual rainfall: 1,043 mm Mean annual soil temperature: ~15.1°C Mean annual soil moisture: ~32.9% Elevation: ~40 m Geomorphic position: Cliffed coast / dune