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STDC landfills monitoring report 2017-2018

Parameter Unit 9 Feb 2018 27 June 2018 All Data (given where N >5) Min Max Median Alkalinity Total g/m³ CaCO3 1020 580 130 1310 926 Ammoniacal nitrogen g/m³ N 129 52 0.308 176 117 Un-ionised ammonia g/m³ 0.416 0.36 0.00022 1.26 0.213 Chloride g/m³ 313 110 41 1,100 262 Chromium Dissolved g/m³ <0.03 0.0006 <0.03 <0.03 <0.03 Conductivity @ 20°C mS/m@20°C 267 145.9 44 319 228 Dissolved reactive phosphorus g/m³ P 0.009 0.002 <0.003 0.030 0.004 Filtered COD g/m³ 140 72

Annual report 2016-2017

Dow AgroSciences consent monitoring Annual report 2016-2017

Annual report 2016-2017

discharge permits 72 11.3. Results 72 11.3.1. Inspections 72 11.3.2. Chemical analysis 72 11.3.2.1. Results of discharge monitoring 72 11.3.2.2. Results of receiving environment monitoring 73 11.4. Investigations, interventions, and incidents 74 11.5. Discussion 74 11.5.1. Discussion of site performance 74 11.5.2. Environmental effects of exercise of consent 74 11.5.3. Evaluation of performance 75 11.5.4. Recommendation from the 2015-2016 Annual Report 77

RMA Administrative Charges Statement of Proposal 2022/23

after 3 September 2020. The Council may charge for monitoring permitted activities for compliance inspections and monitoring under the following sections of the regulations: 70 Culverts 72 Weirs. Inspection (includes travel time, inspection, monitoring and reporting) will be undertaken by Council officers. Non-compliance with the regulations will result in additional inspections and/or monitoring to ensure compliance has been achieved. The inspection and monitoring charge will be $405 per

Annual report 2016-2017

Greymouth Petroleum deep-well injection consent monitoring report 2016-2017

Annual report 2014-2015

Saturation (%) 12 August 2014 0.92 0830 10.0 7.7 70 11 December 2014 0.81 0730 18.4 6.6 72 18 May 2015 2.46 0730 13.5 7.2 69 Aerobic conditions were recorded on all inspection occasions (Table 1), despite the lack of wave action on the surface of the main pond at all times and the low pond levels (on two of three occasions) maintained to provide adequate flow buffering capacity since the effluent discharge was diverted away from the stream. The dissolved oxygen saturation levels