Civil Quarries consent monitoring 2019-2020
Civil Quarries Everett Rd Quarry resource consent monitoring report 2019-2020
Civil Quarries Everett Rd Quarry resource consent monitoring report 2019-2020
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
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.
enough, the climate needs more. The availability of e bikes can bring this down further. We are a hardy bunch in Taranaki, a bit of rain and some hills shouldn't stop us. Level of agreement with proposed active travel goal Survey question: Is a proposal to double the number of journeys by walking, cycling or other active travel to school and work by 2033 ambitious or not ambitious enough? page FRODO 3160950 Figure 7 Online survey: level of agreement to doubling
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
out during fine weather following a period of heavy rain throughout the catchment. The influent screen was operating and wastes were fully contained. The main pond was dark green with a slightly turbid appearance. No odours were noted. Approximately 50 birds were present, the majority of which were mallard and teal ducks. Both wetland pond levels were normal. These were green/brown in colour and slightly turbid. The wetland sump pump was operating at the time of inspection. No surface
Again odour was very minimal. No visual environmental impacts downstream of the discharge point to the Tawhiti Stream observed at any time during the financial year. Effluent collection points within piggery viewed during all inspections. Found to be in good condition, with no signs of spills or overflows even after heavy prolonged rain periods. Bunding functioning well. During the 8th May inspection a burst underground effluent pipe between the southern sheds was brought to the attention