Analysis of stream responses to riparian management on the Taranaki ring plain
Analysis of stream responses to riparian management on the Taranaki ring plain (NIWA).
Analysis of stream responses to riparian management on the Taranaki ring plain (NIWA).
undertaken during fine weather following very heavy rainfall in the Kapuni catchment the week before. The river had risen to a very high level during this rainfall event. No damage was noted around the fire water intake or the stormwater discharge point into the Kapuni Stream. Minimal flaring was being undertaken at the time of the inspection, with no odours or smoke observed. 28 April 2016 A site inspection was undertaken during routine production. The fire water intake gallery had been
Greymouth Petroleum Kowhai B consent monitoring report - Taranaki Regional Council
L&M Energy Kahili wellsite consent monitoring report - Taranaki Regional Council.
water continuously through power station 7 Residual flow in race Retain a flow of at least 150 L/s, or a fish salvage is to be undertaken 3371-Diversion of water into race and Lake Ratapiko 2 Maximum race water levels Race water level: Salisbury Rd: 205.20 m a.s.l Mangaotea: 199.30 m a.s.l Mangaotea Aqueduct: 199.25 m a.s.l Lower Mangaotea: 199.15 m a.s.l 5 Recording of water levels and rainfall Water levels at the above sites to be recorded, with the
water continuously through power station 7 Residual flow in race Retain a flow of at least 150 L/s, or a fish salvage is to be undertaken 3371-Diversion of water into race and Lake Ratapiko 2 Maximum race water levels Race water level: Salisbury Rd: 205.20 m a.s.l Mangaotea: 199.30 m a.s.l Mangaotea Aqueduct: 199.25 m a.s.l Lower Mangaotea: 199.15 m a.s.l 5 Recording of water levels and rainfall Water levels at the above sites to be recorded, with the
Northern quarries combined consent monitoring report 2016-2018
This was scheduled for immediate repairs. There was no stormwater discharge off site. Only a pilot flare was burning, with no odours or smoke apparent downwind. Everything was satisfactory. 27 January 2014 The site was neat and tidy. There was a slump in the ring drain five metres south of the skimmer pit which needed to be addressed to ensure that all stormwater was directed to the pit. Minimal flaring was being undertaken. 1 May 2014 The site was inspected after significant rainfall
RTC Agenda April 2024
Executive Audit Risk Committee agenda February 2022