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Offshore subtidal rocky reef habitats on Patea Bank South Taranaki

patch reefs on Pātea Bank. This new knowledge is put within the context of existing knowledge of other subtidal reef systems within TRC’s management region (territorial sea). This new knowledge helps fill in major fundamental gaps around coastal habitats and associated ecological assemblages, which fall under TRCs management responsibilities. 1.1 General background The South Taranaki Bight (STB) covers an extensive seafloor area (12,500 km2) and is in part characterised by an extensive

Annual report 2015-2016

Freshwater physicochemical state of the environment monitoring report 2015-2016 - TRC.

Public notice - final representation arrangements

considerations justify otherwise. The representation of the Stratford and South Taranaki constituencies falls outside the stipulated range. The Council considers that the Stratford Constituency warrants one member and the South Taranaki Constituency warrants three members for the following reasons: • the proposed representation reflects the status quo (with only minor proposed boundary changes), which is well understood and accepted by the regional community. • the constituency boundaries are

Annual report 2016-2017

(13) Other Uses 61% (120) Pasture Irrigation 28% (55) Horticultural 5% (9) Recreational 6% (11) page 5 Figure 4 Pasture irrigation zones and locations of consented irrigation in Taranaki 1.1.7 Irrigation systems In general there are two types of irrigation methods; surface and pressurised. The majority of irrigation systems currently in operation in the province fall in to the pressurised category. Pressurised systems can be further differentiated

Christian James McDean's evidence

habitable building and mitigation measures such as landscaping or screening. However, this rule is moot based on the discretionary activity rule applying to the surrounding properties discussed above which provides for the more onerous activity status which would take precedence. 3.15 Those properties adjacent, on the western side of Airport Drive are zoned Residential A under the ONDP and as noted in the Officer Report fall within the Area Q Structure Plan, where they are

Todd Energy Aquatic Centre monitoring 2018-2019

than the concentration of the backwash discharge A B C page 10 sample, the concentration of total chlorine in the shoreline sample was slightly above the consent limit of 0.1 g/m3 (Table 2). However, it is possible that the actual value for total chlorine did in fact fall below the consent limit as the repeatability of the chlorine meter used is ± 0.05 g/m3; this result therefore provided insufficient evidence for non-compliance with condition 4 of consent 2339-4.0.

TRC Technical Memorandum Water Quantity 11 August 2023

7-day period across all the recorded years. MALF is generally the minimum flow needed to maintain a catchment’s natural character and ecosystem health however, as this measurement is an ‘average’, flows do naturally fall below MALF during prolonged periods of dry weather or drought. Estimations of MALF are made using long term flow records but, if no records are available, it can also be estimated using records from hydrologically similar streams. When developing estimates of MALF, flow