Zoom) M J McDonald D H McIntyre B K Raine C S Williamson N W Walker (via Zoom) Apologies M G Davey Notification of Late Items Item Page Subject Item 1 3 Confirmation of Minutes Item 2 9 Consents and Regulatory Committee Minutes Item 3 14 Policy and Planning Committee Minutes Item 4 20 Executive Audit and Risk Committee Minutes Item 5 24 Confirmation of Minutes - Ordinary Meeting to hear submissions to the 2019/2020 Annual Plan Item 6 29 Adoption of
wide, and is shown in Figure 2. Patea Beach is an elevated site which for most of the time is dry. Rain that does fall on the site drains away at a very rapid rate. The site does not suffer from flooding from rain or tidal action, due to its elevation. Monitoring over the past four years noted no discharge of leachate or liquids from the base of the dune as a result of the discharge. page 4 Figure 1 Regional map showing the location of the Patea green waste site
Civil Quarries Everett Rd Quarry resource consent monitoring report 2019-2020
aerobic ponds were also observed to be in good condition. Discharge from the pond system to the Tawhiti Stream was sampled on two separate occasions (July and March), along with the receiving waters. No visual environmental impacts downstream of the discharge point to the Tawhiti Stream were observed. Effluent collection points within the piggery were viewed during all inspections. They were found to be in good condition, with no signs of spills or overflows even after heavy prolonged rain
figure of 43mm of rainfall per hour will be utilised. This is a very conservative figure as values for the top 30 rain occurrences range from 8.0 to 15mm with the average being 9.4mm (refer Table 2). Runoff of the falling rain will be influenced by the site’s runoff coefficient. This has been calculated to be 0.25 as per MBIE Verification Method E1/VM1 (1 January 2017). Remediation (NZ) Ltd considers this coefficient to be a conservative runoff coefficient as the composting
figure of 43mm of rainfall per hour will be utilised. This is a very conservative figure as values for the top 30 rain occurrences range from 8.0 to 15mm with the average being 9.4mm (refer Table 2). Runoff of the falling rain will be influenced by the site’s runoff coefficient. This has been calculated to be 0.25 as per MBIE Verification Method E1/VM1 (1 January 2017). Remediation (NZ) Ltd considers this coefficient to be a conservative runoff coefficient as the composting
undertaken on 24 October 2018 47 Table 10 Results of metal analysis undertaken on 6 May 2019 48 Table 11 Results of rain event monitoring – discharge and Puremu Stream samples, 18 September 2018 51 page iii Table 12 Results of rain event monitoring - Manganaha Stream, 18 September 2018 51 Table 13 Biomonitoring sites in the Puremu and Manganaha Streams related to the Colson Road landfill 52 Table 14 Chemical analysis of Colson Road landfill groundwater sampled
approval and the environmental effects are minor, a decision on the application will be made by the Council’s Director-Resource Management. It’s important to note that although most applications fall into this ‘non-notified’ category, hundreds of parties are consulted by resource consent applicants in Taranaki each year. If the effects are more than minor or an affected party does not give written approval, the application will have to be notified. People may then make submissions on the application.
STDC Kaponga Manaia Patea Waverley WWTPs Annual Report 2023-2024