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Annual report 2016-2017

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). 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

Annual report 2012-2013

dune sands. Pit construction revealed mostly tightly packed sand at the pit bases (approximately 4-5 m below surface). Average annual rainfall for the site is 1023 mm (taken from the nearby ‘Duffy’ monitoring station). As with the other South Taranaki coastal sites, the Remediation site is subject to strong winds. Site data Location Word descriptor: Manawapou Road, Manutahi, Taranaki Map reference: E 1717244 (NZTM) N 5608736 Mean annual rainfall:

Annual repor 2012-2013

significant rainfall for some time. The skimmer pits were discharging with no effects noted downstream of the main discharge point. No flaring or odours were noted at the time of inspection. Everything was satisfactory. page 11 14 May 2013 The site was neat and tidy. Ring drains and bunds were clear. The skimmer pits were clear of debris following high winds in the weekend. The discharge was not causing any visual impact in the receiving waters. No flaring was occurring.

TRC Annual Report 2022 2023

estuaries such as the Tongaporutu, Waitara and Pātea rivers, and the confines of Port Taranaki. The Taranaki region has a temperate climate with generally abundant rainfall. The incised nature of ring plain streams means that flooding is not a major problem. However, occasional intense rainfall events can lead to rapid rises in river levels and flooding in hill country valleys and elsewhere. Figure 1: The Taranaki Region page 17 The people Figures from the 2018 census

Osflo Fertiliser Ltd monitoring report 2018-2019

Inglewood was purpose built for the Company operations. Now all mixing and blending of material is undertaken in a dry, sealed, storage depot. There are two discharges from the facility. One, a wastewater discharge, which is to land via land soakage, the other, a stormwater discharge, is also to land. In extreme rainfall the Company may discharge to the unnamed tributary of the Waiongana, a surface water monitoring site has been established to monitor such a discharge. There were zero

Report 2014

area, and other areas where runoff from areas containing contaminants could occur; • Regular inspections of the interceptor pits occurred; and • Maintenance and repairs were carried out if required. Interceptor pits do not discharge directly to surface water, instead they discharge onto and into land where the discharge usually soaks into the soil before reaching any surface water. However, if high rainfall had resulted in the discharge reaching the surface water, significant

Report 2011-2013

Greymouth Petroleum Ngatoro G consent monitoring programme - Taranaki Regional Council.

Colson Rd Landfill consent monitoring 2019-2020

48 mm of rainfall recorded at the Hillsborough monitoring station in the seven days prior to the inspection. There were no off-site odours or dust issues observed prior to going on site. Very little refuse was noted on Colson Road between the transfer station and the landfill gates. The culvert grate at the inlet to the SPCA driveway culvert was clear with a moderate, slightly cloudy, flow in the main branch of the stream. No scums, sheens or debris were present. The side tributary that …