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Biennial report 2012-2014

be abstracted for washing at quarries fit within the permitted activity rule [Rule 15] of the Regional Fresh Water Plan for Taranaki. That is, the abstraction volume shall not exceed 50 cubic metres per day, and the abstraction rate shall not exceed 1.5 litres per second. 1.4.2 Water discharge permit Section 15(1)(a) of the RMA stipulates that no person may discharge any contaminant into water, unless the activity is expressly allowed for by a resource consent or a rule in a

Annual report 2012-2013

(RFWP) for Taranaki. Graham Harris (2000) Limited holds no water abstraction permit. The water volume and abstraction rate required to service the Company’s operations are less than 50 cubic metres per day and 1.5 litres per second respectively, therefore the activity is permitted under Rule 15 of the RFWP. Water discharge permit 1.4.2 Section 15(1)(a) of the Resource Management Act stipulates that no person may discharge any contaminant into water, unless the activity is

Annual report 2015-2016

(particularly consent holders). It further enables the Council to continually re-evaluate its approach and that of consent holders to resource management, and ultimately through the refinement of methods, to move closer to achieving sustainable development of the region’s resources. Evaluation of environmental performance 1.1.4 Besides discussing the various details of the performance and extent of compliance by the consent holders, this report also assigns a rating as to each Company’s

Maui annual report 2015-2016

performance and extent of compliance by STOS, this report also assigns them a rating for their environmental and administrative performance during the period under review. 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 STOS’s approach to demonstrating consent compliance in site operations and management including the timely provision of information to

Annual report 2016-2017

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 the Company, this report also assigns them a rating for their environmental and administrative performance during the period under review. Environmental performance is concerned with actual or likely effects on the receiving environment from the activities during the monitoring year. Administrative

Annual report 2015-2016

of the performance and extent of compliance by the NPDC during the period under review, this report also assigns them a rating for their environmental and administrative performance during the period under review. 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 consent holder’s approach to demonstrating consent compliance in site operations

Annual report 2014-2015

review, this report also assigns a rating as to NPDC’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 consent holder’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

Requirements A4 pages w 1

location, operation, and maintenance of the effluent storage facilities, including the storage volume; · Location, size and physical characteristics of the irrigation area; · Application rate and frequency of the discharge, including the return period between applications; · Separation distances from property boundaries, dwellings, places of public assembly, surface water or bores, wells or springs used for water supply purposes or from known urupa and marae sites; ·

Taranaki Surf Breaks of National Significance

0-90°) between the trail of broken white-water and the crest of the unbroken wave as it propagates shoreward. Low peel angles create fast surfing waves, while angles approaching 0° result in a closeout, whereby the wave face collapses and ends the ride. High peel angles create slow waves which are less challenging to surf. The wave peel rate describes how fast the wave breakpoint advances laterally along the wave crest, and this is closely related to the wave peel angle.  Wave breaking