Executive Audit and Risk Agenda February 2025
Executive Audit and Risk Agenda February 2025
Executive Audit and Risk Agenda February 2025
With a loading rate of 4mm/day for the disposal field. • 30% buffer area for the disposal field to allow for separation from water ways and any land unsuitable for disposal which may be present in the land parcel. • Disposal only when the day’s rainfall is <10mm. • The approximate 4 year period for which data is supplied is representative of all foreseeable flow scenarios. • The scheme should give consideration to the maximum flows, successive days of maximum flows and be
Operations and Regulatory Agenda Oct 2023
beach, river and lake sites Dec 2007- Dec 2008 16 Table 7 Respondents’ perception of access to rivers, lakes and the coast. 18 Table 8 Respondents’ water quality ratings. 19 Table 9 General summary for selected observation locations 23 Table 10 Average no. of participants in specific activities at specific locations 25 List of figures Figure 1 Rainfall over 2007/2008 summer period 5 Figure 2 Proportional representation of the top ten most frequently visited locations by District 13
structures; viii) The locations of all specific points of discharge from the work area to the environment; and, ix) Any other relevant site information. d) Construction timetable for the erosion and sediment control works and the bulk earthworks proposed; e) Maintenance, monitoring and reporting procedures; f) Rainfall response and contingency measures including procedures to minimise adverse effects in the event of extreme rainfall events and/or the failure of any key erosion and
following the removal of the continuous discharge to the stream. page 7 2 Results 2.1 Inspections 18 September 2018 An inspection was conducted in cloudy weather with light northerly wind conditions. The rainfall recorded at the Inglewood WWTP council weather station in the month prior was 147 mm. NPDC contractors were onsite carrying out maintenance around the primary screen influent area. Mild odours were noted in the vicinity of the step screen. The primary
the bulk earthworks proposed; e) Maintenance, monitoring and reporting procedures; f) Rainfall response and contingency measures including procedures to minimise adverse effects in the event of extreme rainfall events and/or the failure of any key erosion and sediment control structures; g) Procedures and timing for review and/or amendment to the erosion and sediment control measures listed in the ESCP; and, h) Identification and contact details of personnel responsible for
Experts generally agree that climate change is affecting New Zealand’s weather patterns. In Taranaki, rainfall is predicted to decrease in summer and increase in winter. An increase in extreme rainfall is likely as the temperature increases through the 21st century, potentially increasing both the severity and frequency of flooding. South Taranaki is predicted to become drier on average, with more frequent droughts. Gale and storm force winds from the west are also predicted to
......................................................................................... 10 5.2 Surface water Sampling Plan ........................................................................................... 11 5.3 Monitoring Review and Actions ........................................................................................ 13 6.0 .......................................................................................................................................... 13 7.0 Uruti Site Rainfall
stormwater sampling and release records and inspections of the discharge point and receiving waters in the Herekawe Stream. Scheduled inspections were carried out on 16 August 2021, 4 February 2022, 11 March 2022 and 21 June 2022. Notes from these visits are summarised below. 16 August 2021 On site 10:45 to 11:15. Weather was fine with a light northwesterly wind. 15 mm of rainfall had been recorded over the previous week at the Brooklands Zoo station. Stormwater ponds were sampled for