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
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
Executive, Audit & Risk Committee agenda June 2020
Waitaha Catchment Annual Report 2022-2023
considered necessary to define what the acceptable error is for each relevant consent condition. This discussion between the Council and the Company is ongoing, and it may be determined that it is better to define this error through the consent renewal process, which is anticipated to begin in 2021. In the 2017-2018 period there was only one occasion where such limits were breached. This occurred on 27 July 2017 during a severe weather event. Significant rainfall occurred in the Mangaotea
Quarterly Operational Report - March 2019
Quarterly Operational Report - December 2018
to get the roof and wall fixed. This was proposed to be finalised later that week and the biolfilter by a week later. Onsite there was noticeable odour, however not objectionable. Fuel systems were observed and found to be satisfactory. The yard was clear as far as practicable at the time of observation, though the concrete padding was showing signs of wear. Recent rainfall events had caused the area to the south west of the main storage building to be quite muddy under foot. At the
to get the roof and wall fixed. This was proposed to be finalised later that week and the biolfilter by a week later. Onsite there was noticeable odour, however not objectionable. Fuel systems were observed and found to be satisfactory. The yard was clear as far as practicable at the time of observation, though the concrete padding was showing signs of wear. Recent rainfall events had caused the area to the south west of the main storage building to be quite muddy under foot. At the
relevance and benefit to Taranaki to be adopted by "Envirolink" and other funding opportunities (advocacy to be reported through Council's annual report processes). Envirolink projects encompassing a High Intensity Rainfall Design System, Discrete Water Quality Sampling Standards, farm scale soil mapping and applications, aquatic weeds management, assessment criteria for fish passage and barrier mitigation options, a review of the scientific basis for marine recreational