• pdf
• 3.9 MB
• Created: 19/3/2016

Fonterra Kapuni consent monitoring report - Taranaki Regional Council.

• pdf
• 2 MB
• Created: 04/1/2020

evident on the site and in some places within the ring drains. The majority of ring drains were vegetated with grasses that helped with controlling and treating sediment laden stormwater. Other sediment controls were in place within the ring drains such as rock weirs and silt fences. Hydrocarbon sheens were not observed within the skimmer pits or in puddles on any of the sites. The skimmer pits were all in good order with goose neck pipes functioning as required. Following heavy rainfall the

• PDF
• 2.4 MB
• Created: 08/2/2022

STDC Kaponga Manaia Patea and Waverley 2020-2021

• pdf
• 3.6 MB
• Created: 20/3/2021

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 Patea monitoring station). …

• pdf
• 7.8 MB
• Created: 06/1/2022

Council Meeting Agenda December 2022

• pdf
• 2.8 MB
• Created: 05/1/2019

Freshwater physicochemical monitoring state of the enviornment report 2017-2018

• pdf
• 3 MB
• Created: 19/3/2016

Waitaha catchment consent monitoring report - Taranaki Regional Council.

• pdf
• 3.5 MB
• Created: 13/2/2020

below surface). Average annual rainfall for the site is 1,043 mm (taken from the nearby Patea monitoring station). Origin Energy Ltd’s Kauri D wellsite is situated in the eastern corner of the site, and there is a small coastal lake inland and to the northeast (up gradient) of the storage pit area. Both of these features are presented in Figure 1. Figure 1 WRS Waikaikai Landfarm and regional insert page 6 A summary of the site data is provided below:

• pdf
• 1 MB
• Created: 28/4/2019

site is maintained by an abstraction from the Ngaere Stream. Overflow due to rainfall entering this pond is discharged to land and to the Ngaere Stream to the north of the pond. Stormwater from the process areas is directed to a large separator system to the north east of the site. The effluent from this separator is discharged to a small unnamed tributary to the east which joins the Ngaere Stream approximately 40 metres above its confluence with the Patea River. Stormwater from other areas is

• pdf
• 1.1 MB
• Created: 02/1/2018

TRC Annual Report 2017/2018 - community outcomes