Consents & Regulatory agenda February 2021
Consents & Regulatory Committee agenda February 2021
Consents & Regulatory Committee agenda February 2021
site was going to be scraped to remove proppant, and to also level out the site post drilling campaign. Heavy rain earlier in the week had carried sediment into the ring drains and down to the wetland. Some of the ring drains were visibly turbid, while others contained clear water as the sediment had been filtered since the rain event. The bank separating the wetland from the site had undergone major works to stabilise it and had been covered with coconut matting and hydroseed. The wetland had
2020 The fill area was coming to the end of fill capacity. No inappropriate material was observed. It was noted that the first of the three silt fences needed to be repaired. Although it was fine during the inspection, it had rained heavily prior to arrival, no issues were noted with regards to stormwater or visually in the receiving water. No dust or odours were noted. 20 May 2021 No activity was occurring on the site during the inspection. There were some piles of soil at the top
regional plan, or it falls within some particular categories set out in Section 14. The Company holds water permit 10247-1 to cover the abstraction of groundwater incidental to quarry operations and for aggregate washing purposes. This permit was issued by the Council to the previous site operators (Inglewood Metal Ltd) on 1 December 2016 under Section 87(d) of the RMA. The permit was then transferred to The Company on 6 April 2017. page 5 Figure 1 Quarry operations,
applied (mm) m3 of effluent Total 105.1 - 24,083 2.3.2.3 Method of irrigation The effluent from the piggery is pumped to storage pond prior to land application. The Company communicated that three different delivery systems were used during the 2021-2022 monitoring year: 1. Dribble bar – main method of effluent application, depths applied (~3 mm) 2. ‘Weta’ travelling rain gun – used to apply effluent to the Sand Dune block at 8mm depths during 8 months of the year. 3. Slurry tank
December 2022 The camp was quiet at the time of inspection with only one caravan on site. There were no odours or visual issues near the WWTP or trenches. The sea was rough (BF3) with strong onshore winds. The WWTP appeared to be operating in compliance with its consent conditions at the time of inspection. 19 January 2023 The monitoring inspection was completed late this month due to heavy rain prior which may have masked any effects from the WWTP. The camp was reasonably busy at the
production or the main pipeline could have major effects on the national economy. 5. Greater reliance on services and infrastructure within urban areas for the general public. 6. Isolation and access to food for smaller towns within the region. 7. A disaster could have a major effect on the regional economy (particularly oil and gas and agriculture), therefore planning for prompt recovery will be a priority. 8. Ash fall in an eruption of Mt Taranaki is highly likely to contaminate water
consent or a rule in a regional plan, or it falls within some particular categories set out in Section 14. As Greymouth Petroleum Limited was unable to estimate the rate or volume of the take, and as such, may exceed the limits of the permitted activity Rule [Rule 48 of the RFWP], the take of groundwater fell for consideration under Rule 49 of the RFWP as a controlled activity. The standards of Rule 49 require that: • The abstraction shall cause not more than a 10% lowering of
year Standard hydrometric equipment $1,772.00 per year Tangahoe hydrometric equipment $619.00 per year Tawhiti hydrometric equipment (lower) $1,573.00 per year Tawhiti hydrometric equipment (upper) $973.00 per year Waingongoro hydrometric equipment $755.00 per year Waitaha hydrometric equipment $7,356.00 per year Rain Gauge Calibration $306.00 per deployment Chlorine Meter $18.90 per use Multi-parameter Field Meter $102.00 per day EXPLANATION This scale of charges is used to
by NPDC that relate to the Colson Road landfill 14 Table 2 Monitoring programme objectives and programme development methodology 15 Table 3 Summary of monitoring activity for 2022-2023 16 page iii Table 4 Chemical analysis of Colson Road landfill combined site leachate discharge 33 Table 5 Results of analysis of under liner drainage for the year under review. 35 Table 6 Results of rain event monitoring – discharge and Puremu Stream samples, 1 June 2023 40