Ethylene g/m3 <0.003 <0.004 <0.003 <0.003 <0.004 <0.003 <0.004 Dissolved iron g/m3 0.19 10.6 0.19 5.1 7.7 9.4 10.6 Formaldehyde g/m3 <0.02 <0.02 <0.02 <0.02 <0.02 <0.02 <0.02 Ethylene glycol g/m3 <4 <4 <4 <4 <4 <4 <4 Hydrocarbons g/m3 <0.7 <0.7 <0.7 <0.7 <0.7 <0.7 <0.7 Bicarbonate g/m3 HCO3 91 109 100 109 91 95 95 Total hardness g/m3 CaCO3 40 53 40 53 44 46 47 Dissolved mercury g/m3 <0.00008 <0.00008 <0.00008 <0.00008 <0.00008 <0.00008 <0.00008 Potassium g/m3
Report 37 8. Transport Services Update 2024/2025 42 9. 2025/2026 Insurance Programme 46 10. Accommodation Project Update September 2025 49 11. Public Excluded 12. Public Excluded Recommendations 52 13. Confirmation of PE Executive Audit and Risk Committee Minutes - 28 July 2025 53 14. Accommodation Project Update 57 15. Public Transport New Network 62 16. Port Taranaki Ltd: Annual Report and Annual General Meeting 72 17. Closing Karakia 176 18. Agenda Authorisation
fracture interval was below 3,425 mTVD. Post job simulation indicates that the fractures were contained, and did not extend beyond this point; • The fracturing fluid used was water based; • The volume of fluid pumped into the formation (discharge) was 280 cubic metres (m³) with total proppant of 53 tons. • The total duration of treatment was 83 minutes; • In total, 313 m³ of fluid was recovered from the well post fracturing, in excess of 100% of the volume discharged. Returned
Figure 21 LOWESS trend plot at the Constance Street site 50 Figure 22 Numbers of taxa and MCI values in the Waiwhakaiho River at Lake Rotomanu 51 Figure 23 LOWESS trend plot of MCI data at the site adjacent to Lake Rotomanu 53 Figure 24 Numbers of taxa and MCI values in the Mangorei Stream at SH3 56 Figure 25 LOWESS trend plot of MCI data at the SH3 site 58 Figure 26 Numbers of taxa and MCI values in the Manganui River above the railway bridge (SH3) 60 Figure 27 LOWESS
Timaru Stream 23 Carrington Road site (TMR000150) 23 3.2.2.1 SH45 site (TMR000375) 26 3.2.2.2 Discussion 29 3.2.2.3 3.2.3 Mangaoraka Stream 30 Corbett Road site (MRK000420) 30 3.2.3.1 Discussion 33 3.2.3.2 3.2.4 Waiongana Stream 34 State Highway 3a site (WGA000260) 34 3.2.4.1 Devon Road site (WGA000450) 37 3.2.4.2 Discussion 40 3.2.4.3 3.2.5 Waiwhakaiho River 41 National Park site (WKH000100) 41 3.2.5.1 Egmont Village site (WKH000500) 44 3.2.5.2 Constance Street
Origin Energy Kupe production station consent monitoring report 2016-2017
Origin Energy Kupe production station consent monitoring report - Taranaki Regional Council.
hydrocarbons (PAH’s) and volatile aromatic compounds (BTEX) results which were all below the limits of detection (Appendix II). Table 3 Origin supplied soil results from the Geary site during the 2011 – 2012 monitoring period Parameter Unit Consent Limit Spreading Areas Sampled G24 Benzene mg/kg 1.1 <0.02 Toluene mg/kg 68 <0.02 Ethylbenzene mg/kg 53 <0.02 m & p xylene mg/kg 48 <0.02 o xylene mg/kg 48 <0.02 Benzo(a)pyrene mg/kg 0.027 <0.02 Napthalene mg/kg 7.2
9.2.1 Inspections 42 9.2.2 Results of discharge monitoring 42 9.2.2.1 Discharge to Waiwhakaiho River from Burton Street 42 9.2.2.2 Discharge to Waiwhakaiho River from McLeod’s Drain 43 9.2.2.3 Discharge to Waiwhakaiho River from Vickers Road 44 9.2.2.4 Discharge to Mangaone Stream from mid Katere Road 44 9.2.2.5 Discharge to Mangaone Stream from Hurlstone Drive 45 9.2.3 Results of groundwater monitoring 45 9.2.3.1 Bore GND0556 45 9.2.3.2 Bore GND0555 46