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Application 4744 (renewal) - Ōpunake Power Ltd

_________________________________________________________________________________ __________________________________________________________________________ __________________________________________________________________________ page 05/18 - #623858 Page 10 of 15 9 Assessment of Part 2 Matters and Policy The proposal is consistent with Part 2 of the RMA (the focus of which is to promote sustainable management of natural resources). The Regional Freshwater Plan for Taranaki generally

Application 1797 (renewal) - Ōpunake Power Ltd

__________________________________________________________________________ __________________________________________________________________________ __________________________________________________________________________ page 05/18 - #623858 Page 11 of 16 9 Assessment of Part 2 Matters and Policy The proposal is consistent with Part 2 of the RMA (the focus of which is to promote sustainable management of natural resources). The Regional Freshwater Plan for Taranaki generally supports

8AEE AppendixF

monitoring purposes (refer example windrow monitoring sheet & plan Appendix 1). 1.2.4. Windrow monitoring and operational procedure Temperature testing of the windrows begins four to nine days after they have been formed. When the temperature reaches between 60-70 degrees Celsius the windrow is turned from the outside to the middle with a digger (preferably from existing ground level, however on some sites with room constraints and the size of finished windrows they may need to be

22Furtherinformatoin AppendixR

Greenwaste Composting & Vermiculture Water may need to be added at this stage. The completed windrow is then numbered and is entered onto a chart for monitoring purposes (refer example windrow monitoring sheet & plan Appendix 1). 1.2.4. Windrow monitoring and operational procedure Temperature testing of the windrows begins four to nine days after they have been formed. When the temperature reaches between 60-70 degrees Celsius the windrow is turned from the outside to the middle

Taranaki Seismic & Ground Deformation Monitoring 2016-2017 - GNS Science

redevelopment work planned in that area is completed. Solid lines indicate line lengths currently able to be monitored. Dashed lines can be monitored when instruments are installed at Dawson Falls. The base map is from Google Earth. page Confidential 2017 GNS Science Consultancy Report 2017/142 14 Figure 7.2A The displacement of the GNSS site PGKH at Kahui Hut on Mt Taranaki for 2014 to 2017. Displacements in the north-south (dn), east-west (de), and up-down (du)

Taranaki Seismic & Ground Deformation Monitoring 2015-2016 - GNS Science

intention is to also install a site at Dawson Falls once redevelopment work planned in that area is completed. Solid lines indicate line lengths currently able to be monitored. Dashed lines can be monitored when instruments are installed at Dawson Falls. The base map is from Google Earth. page Confidential 2016 GNS Science Consultancy Report 2016/139 13 Figure 7.2 The displacement of the GNSS site PGKH at Kahui Hut on Mt Taranaki. Displacements in the north-south

Taranaki seismicity 2014-2015 - GNS Science

of the western portion of the North Island of New Zealand. No deformation of the volcano is apparent in the data collected so far. page Confidential 2015 GNS Science Consultancy Report 2015/132 13 Figure 6.5 Locations of GNSS sites on or near Mt Taranaki. Sites are labelled by their 4-letter site codes. NPLY is New Plymouth, PGKH is Kahui Hut and PGNE is North Egmont. The intention is to also install a site at Dawson Falls once redevelopment work planned in

Taranaki seismicity 2013-2014 - GNS Science

responsible for processing data recorded by the network from January 1994 until June 1997. These data were regularly reported to Taranaki Regional Council (TRC), and data from the period January 1994 to March 1995 were summarised in Cavill et al. (1997). In July 1997, GNS Science took over responsibility for data analysis and annual reporting under contract to TRC. In 2001, the GeoNet project started to improve the existing network for monitoring earthquakes in New Zealand. In 2005, planning

Taranaki seismicity 2009-2010 - GNS Science

1995 were summarised in Cavill et al. (1997). In July 1997, GNS Science took over responsibility for data analysis and annual reporting under contract to TRC. In 2001, the GeoNet project started to improve the existing network for monitoring earthquakes in New Zealand. In 2005, planning began for upgrading seismographs in Taranaki to an equivalent standard to that in other parts of New Zealand. With this upgrade came two important changes. Firstly, the role of the network expanded from

Taranaki seismicity 2010-2011 - GNS Science

data analysis and annual reporting under contract to TRC. In 2001, the GeoNet project started to improve the existing network for monitoring earthquakes in New Zealand. In 2005, planning began for upgrading seismographs in Taranaki to an equivalent standard to that in other parts of New Zealand. With this upgrade came two important changes. Firstly, the role of the network expanded from solely one of monitoring Mt Taranaki to both monitoring Mt Taranaki and contributing to the New Zealand