Water abstraction permits 45 3.2.2 Land use permit 45 3.2.3 Water discharge permits 46 3.2.4 Air discharge permit 47 3.3 Results 48 3.3.1 Site inspections 48 3.3.2 Production shutdowns 49 3.3.3 Surface water 49 3.3.4 Uncontaminated stormwater 53 3.3.5 Inter-laboratory comparisons 53 3.3.6 Air 54 3.4 Investigations, interventions, and incidents 55 3.5 Discussion 55 3.5.1 Discussion of site performance 55 3.5.2 Environmental effects of exercise of
programmes for 2020-2021 49 3.7 Recommendations 49 page iii 4 Recommendations 50 Glossary of common terms and abbreviations 51 Bibliography and references 53 Appendix I Resource consents held by Methanex Appendix II Hydrograph for the Waitara River at Bertrand Road for the monitoring period July 2019 to June 2020 Appendix III Waitara Marine Outfall Report Appendix IV Motunui cooling tower plume abatement feasibility report Appendix V Consent …
guidelines for both thick mats and long filaments. The 2012/2013 measurement for chlorophyll a at both sites were within attribute state A of the NoF limit for chlorophyll a. Site Location Long term trend1 No. of exceedances of MfE guidelines2 Chlorophyll a3 Thick mats Long filaments Thick mats Long filaments Attribute state WKH000500 SH3-Egmont Village 0 0 A WKH000920 Constance Street 0 0 A 1 Long term trend data from 1998-2013 (full
............................................................................................... 48 Compliance of consented activities (Question 25) ................................................................................... 49 Monitoring permitted activities (Questions 26-27) .................................................................................. 51 Acting on non-compliance ............................................................................................................................... 53 page - vi - | THE
Waingongoro River at Eltham Camp 42 4.7.1 Comparison with guidelines 45 4.7.2 Comparison with previous summer surveys 45 4.7.3 Long-term trend analysis 46 4.7.4 Cyanobacteria 47 4.8 Waingongoro River at Ohawe Beach 48 4.8.1 Comparison with guidelines 51 4.8.2 Comparison with previous summer surveys 51 4.8.3 Long-term trend analysis 52 4.8.4 Cyanobacteria 53 4.9 Kaupokonui River at Beach Domain 54 4.9.1 Comparison with guidelines 57 4.9.2 Comparison with
injection rate* (m3/hr) Max. injection pressure (bar) Avg. injection pressure (bar) 2022-2023 13,486 98.3 27.7 89.3 54.7 2021-2022 2,193 58 5.9 99 24 2020-2021 14,027 99 14.3 103 66 2019-2020 23,141 104 4.4 97 87 2018-2019* 15,106 105 5.7 100 69 2017-2018 19,217 115 9.7 99 77 2016-2017 20,119 129 13.3 104 74 2015-2016 16,988 123 5.3 104 53 2014-2015 14,705 117 13.4 140 69 2013-2014 12,880 142 12.0 209 58 Deep well injection at Cheal-A
description 49 6.1.2 Water discharge permit 50 6.2 Results 51 6.2.1 Water 51 6.2.1.1 Inspections 51 6.2.1.2 Results of discharge monitoring 53 6.2.2 Investigations, interventions, and incidents 55 6.3 Discussion 56 6.3.1 Discussion of site performance 56 page iii 6.3.2 Environmental effects of exercise of consent 56 6.3.3 Evaluation of performance 57 6.3.4 Recommendation from the 2011-2012 Annual Report 58 6.3.5 Alterations to monitoring programmes for
2013 to June 2014. Wairakei (NZ): GNS Science. 14 p. (GNS Science consultancy report; 2014/228). Sherburn S, White RS. 2005. Crustal seismicity in Taranaki, New Zealand using accurate hypocentres from a dense network. Geophysical Journal International. 162(2):494-506. page 1 Fairway Drive Avalon PO Box 30368 Lower Hutt New Zealand T +64-4-570 1444 F +64-4-570 4600 Dunedin Research Centre 764 Cumberland Street Private Bag 1930 Dunedin New Zealand
accurate hypocentres from a dense network. Geophysical Journal International. 162(2):494–506. page 1 Fairway Drive Avalon PO Box 30368 Lower Hutt New Zealand T +64-4-570 1444 F +64-4-570 4600 Dunedin Research Centre 764 Cumberland Street Private Bag 1930 Dunedin New Zealand T +64-3-477 4050 F +64-3-477 5232 Wairakei Research Centre 114 Karetoto Road Wairakei Private Bag 2000, Taupo New Zealand T +64-7-374 8211 F +64-7-374 8199