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Application Attachment Appendix C Hydrology Assessment Manawa Energy 14 Feb 2023

considered more reliable as they are determined from a LINZ digital topographic map layer. Table 2.1 Flow recording sites in the Waitara catchment as listed in NIWA’s national site index The longest available flow records are for the Manganui at SH3, with continuous data available from 31 May 1972 (i.e. 48.5 years of data) and for the Waitara at Tarata, with continuous data from 18 Number Sitename Start date End date Recording authority NZMS260 Catchment (km 2 ) 39501 Waitara at Tarata 18-Dec-68

Appendix 9: Investigation of existing bores

usefulness for monitoring purposes is studied as at the moment they are uncapped and opened to the surface. It is possible that the water samples from the wells encountered may be representative of different water-yielding zones within the same aquifer; however, the data that could be obtained from them could be used as up-gradient baseline conditions. Unfortunately there is not enough topographical information available to determine groundwater flow-lines and potentiometric groundwater maps

Historic Heritage

Investigation of the items in this inventory may mean more archaeological sites are considered in future district plan reviews.  The greatest number of archaeological sites identified is in South Taranaki. These 976 sites are shown individually on STDC district planning maps but no specific information about the sites is included in the South Taranaki District Plan. The majority of archaeological sites in Taranaki are on private land and the condition of sites varies. A number of

Rules applying to open coast

substance in, on or under the foreshore or seabed for other purposes C3.7 • Deposit is in volumes of more than 50 000 cubic metres at a site in any 12 month period, other than as provided for by rule C3.8. Discretionary 1.1(d), 2.1, 2.3, 3.1, 3.2, 3.3, 6.6, 7.4, 8.1, 9.10, 11.1, 11.2, 13.1, 14.1, 14.2, 14.3 C3.8 • Deposit is in volumes of more than 50 000 cubic metres in the area marked `Spoil Disposal Area' on Map 7 of this plan, in any 12 month period. Discretionary 1.1(d),

Remediation hearing - applicant's evidence - expert evidence (economic)

management and administration. Figure 1: Location of Uruti Composting and Vermiculture Facility (Source: TRC Maps 2020, Google Maps) 18. The plant accepts a range of organic waste and drilling by-products in accordance with the resource consent conditions. Through the process of composting and vermiculture, these waste material inputs are converted into soil conditioner and organic fertiliser. Taranaki Economy 2020 19. The total regional economy is estimated at

Inglewood WWTP monitoring report 2018-2019

15 Table 7 Evaluation of environmental performance over time 16 List of figures Figure 1 Aerial location map of sampling sites in relation to Inglewood WWTP 13 List of photos Photo 1 Inglewood WWTP 4 Photo 2 The Inglewood WWTP main pond 8 Photo 3 Dissolved oxygen monitoring 9 page 1 1 Introduction 1.1 Compliance monitoring programme reports and the Resource Management Act 1991 1.1.1 Introduction This report is for the period July

Vanner landfarm consent monitoring 2017-2018

for consent holder over time 21 List of figures Figure 1 Site location and regional inset 5 Figure 2 Company provided site map with application areas 10 List of photos Photo 1 North-west projection F9 towards F10 November 2015 12 Photo 2 South-east projection across F10 towards F9 23 May 2016 12 Photo 3 South-east projection F10 towards F9 February 2018 13 Photo 4 North-west projection over former storage cell area Febraury 2018 13 Photo 5 South-east

Appendix 1: Site pull report

3.3.5 Soil Removed from the Tank Pit As a precautionary measure, approximately 100 cubic meters of potentially impacted soil was removed from Tank Pit 3 and stockpiled on site along with material from the other tank pits (see Section 6 for further discussion). Samples TP3/1 and TP3/9 represent this material. 4.0 Stratigraphy and Hydrogeology The NZ Geological Survey Map (Sheet 10) map of the area (G.J Lensen, 1959) shows that the site is underlain with basal conglomerate,

McKechnie Aluminium Annual Report 2022-2023

concrete bund had been added around the diesel tank filling area as an extra method of containment for potential spills. The yard was clean, tidy and well maintained during the time of inspections. 2.1.2 Results of physicochemical discharge and receiving water monitoring Sampling locations are described in Table 2 and indicated on the map in Figure 2. Table 2 Locations and details of sampling sites Site Location GPS coordinates Site code Western discharge Untreated stormwater

Remediation New Zealand Ltd Uruti Composting Facility Monitoring Programme Annual Report 2020 2021

performance for consent 10547-1.0 110 Table 48 Summary of performance for consent 10843-1 113 Table 49 Summary of performance for consent 10825-1.0 116 Table 50 Summary of performance for all consents 120 Table 51 Evaluation of environmental performance over time 120 page i List of figures Figure 1 Regional locations of the Company assets Waitara Road, Brixton and Mokau Road, Uruti 4 Figure 2 Site map of operational areas RNZ Uruti 10 Figure 3 Locations of