Report 2013-2015
Origin Energy Kauri-E hydraulic fracturing consent monitoring report - Taranaki Regional Council.
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Introduction and explanation of the regional rules
Permitted Permitted Permitted Controlled Controlled Restricted Discretionary Prohibited Prohibited Discretionary 61 61 61 62 62 62 63 64 64 65 66 67 69 70 70 71 71 72 73 73 74 75 75 page 25 Regional Air Quality Plan for Taranaki CATEGORY
PDP Aug 2009 Marfell Park Environmental Investigation
PDP Aug 2009 Marfell Park Environmental Investigation
ANZCO Eltham (Riverlands) consent monitoring 2017-2018
ANZCO Eltham (Riverlands) consent monitoring report 2017-2018
Small stream modification in Taranaki
page vi 6.1.2 Development of a GIS method for recording ongoing small stream modification 58 6.1.3 Provision of information 59 6.1.4 The Dairying and Clean-Stream Accord 59 6.2 Statutory methods 60 6.2.1 Processing consents 60 6.2.2 Improvements to the consenting process 61 6.2.3 Compliance and enforcement 62 7. Summary and conclusions 64 8. Recommendations 67 9. References 70 List of tables Table 1 Results of electric fishing and spotlighting surveys carried out in
Regional Walkways and Cycleways Strategy for Taranaki
Regional Walkways and Cycleways Strategy for Taranaki
Case Law on behalf of submitters 11 March 2022
Policy and Planning Agenda March 2023 Web
Policy and Planning Agenda March 2023 Web
NZEC deep well injection monitoring 2018-2019
1,549 67 85 30 Note * calculated using daily volume and hours page 15 Figure 4 Waihapa-5: Daily injection volumes and injection pressures (2018-2019) 2.4.2 Summary of injection activities at the Waihapa-F wellsite (consent 4094-2) Historically, the majority of injection within the Waihapa field has been undertaken from the Waihapa-F wellsite, via the Waihapa-7A well. The volumes of fluids injected via the well had generally increased over recent years, peaking
Annual report 2016-2017
g/m³N 0.0017 1.829 0.0025 0.025 (d/s) Dissolved reactive phosphorus g/m³P 0.039 - 0.066 Suspended solids g/m³ 140 1,600 140 100 (discharge) Turbidity NTU 75 960 67 Appearance Turbid, brown Turbid, brown Turbid, brown Consent 0715-4 allows a maximum wastewater discharge rate of 16 L/sec and requires a minimum receiving water flow of 5m3/s. That is, a minimum dilution ratio of 312.5:1. These results indicated that the dilution rate was about 1 part effluent to 2,600 and 600