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
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
the NPS- FM objective. Given that the Council can only consider policies that relate to the matters over which the Council has reserved control through the plan itself, the Council is unable to take into account matters that fall outside this scope. You will be aware that, with few exceptions, when a dairy consent involving a discharge to water is replaced, the Council only allows the water discharge to continue until 1 December 2022, then the only discharge allowed is to land.
The cleanfill was inspected during fine weather. It had rained in the days preceding. There were no dust or odour issues and the inspecting officer noted that the site appeared to be tidy. The majority of the consented cleanfill area appeared to have been reinstated into paddock or was used for storage. Some material had been recently deposited at the cleanfill, but a visual inspection confirmed that there was no prohibited material. The material had originated from the site itself. A
4. Company to isolate washwater from stormwater unless due to heavy rain events Inspections of treatment site Yes 5. Location of discharge point Inspections of treatment system and discharge point Yes 6. Company to adopt best practicable option Inspections of treatment system and discharge point, liaison with Council, sampling of discharge and receiving waters Yes 7. Limits quarry catchment area Inspections Yes page 15 Purpose: To discharge