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Wai-inu Beach monitoring report 2018-2019

consent holders to resource management and, ultimately, through the refinement of methods and considered responsible resource utilisation, to move closer to achieving sustainable development of the region’s resources. 1.1.4 Evaluation of environmental and administrative performance Besides discussing the various details of the performance and extent of compliance by STDC, this report also assigns them a rating for their environmental and administrative performance during the period under

Rules 46-51: Groundwater

rate of abstraction shall not exceed 1.5l/s;  The bore shall be located not less than 500m from the sea or adjacent bores;  The well shall be located not less than 25m from the sea or adjacent wells or surface water bodies;  The well or bore shall be located not less than 50m from any effluent treatment pond, septic tank, silage stack or pit. Permitted Taking and use of groundwater (continued) Activity Rule Standards/Terms/Conditions Classification

Waitaha catchment consent monitoring 2018-2019

assigns a rating as to each Company’s environmental and administrative performance. Environmental performance is concerned with actual or likely effects on the receiving environment from the activities during the monitoring year. Administrative performance is concerned with the Company’s approach to demonstrating consent compliance in site operations and management including the timely provision of information to Council (such as contingency plans and water take data) in accordance with

Council meeting (LTP submissions) agenda May 2018

2018. It is proposed to set the rates for 2018/2019 at the same Ordinary Meeting. Decision-making considerations Part 6 (Planning, decision-making and accountability) of the Local Government Act 2002 has been considered and documented in the preparation of this agenda item. The recommendations made in this item comply with the decision-making obligations of the Act. Ordinary Meeting to hear submissions on the 2018/2028 Long-Term Plan - Hearing of Submissions on the Consultation

Agenda Taranaki Solid Waste Management Committee 4 November 2021

initiatives implemented to date in the waste plans have had an effect in reducing the amount of waste disposed per person. However, within each district, an increase in waste disposed per person occurred over the last two years in South Taranaki whereas Stratford and New Plymouth disposal rates continued to reduce in 2020/2021. Figure 1 shows the decrease in total tonnage disposed to Colson Road Landfill in recent years and since 2019, from Council facilities to Bonny Glen landfill. This decrease

Report 2014

no person may take, use, dam or divert any water, unless the activity is expressly allowed for by resource consent or a rule in a regional plan, or it falls within some particular categories set out in Section 14. The Council determined that the application to take groundwater fell within Rule 49 of the Regional Freshwater Plan for Taranaki (RFWP) as the rate and daily volume of the groundwater abstraction may have exceeded that of the permitted activity (Rule 48). Rule 49 provides for

Biennial report 2012-2014

install and operate a recording device for water abstraction rates and to provide the records to the Council. Conditions 2, 3 and 4 address abstraction during low flow conditions. Condition 5 sets out review provisions. page 8 Water permit 5847-1 allows the Company to take and use up to 19,440 cubic metres/day [225 litres/second averaged over 15 minutes] of water from a water intake structure in the Patea River for cooling and power station purposes. This permit was

Hydrogeologic risk assessment of hydraulic fracturing for gas recovery in the Taranaki region

composition of the produced fluid slowly changing from that of primarily fracturing fluid to primarily in situ formation fluid (e.g., hydrocarbons and some salty water). How long it takes to essentially recover the fracture fluids depends on several factors, primarily the overall production flow rate (higher is better), the producing gas/fluid ratio, and nature of the geologic materials. The volume of fracture fluid that is recovered in initial return flow, and then subsequently over time in the