de-sludging the settling reservoir.
The effect of the discharge was found to be insignificant on receiving water quality.
The abstraction data that was provided by NPDC was sufficient to assess compliance with
the various consented abstraction rates. The data showed that all daily volume limits and
instantaneous abstraction rates were complied with.
During the year, the consent holder demonstrated a high level of environmental and
administrative performance with the resource consents.
For
describes how the council is to deliver the outcomes agreed to
by the local community, the level of rates expected for the first three years of the LTP and other
information pertinent to the community. One aspect of a LTP is to set out public transport activities
and funding sources for the next ten years
Taranaki 2050 Roadmap
In August 2019, Taranaki launched a co-designed Roadmap for how the region will transition to a
low-emissions economy by 2050. A collaborative process has
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.
Evaluation of environmental and administrative performance 1.1.4
Besides discussing the various details of the performance and extent of compliance by
the consent holder/s during the period under review, this report also assigns a rating
as to each Company’s environmental and administrative performance.
relation to the Patea HEPS
page
ii
List of tables
Table 1 Summary of occasions when flow rise and recession rates were not in line
with consent conditions, July 2014 to July 2015 17
Table 2 Number of days that lake level was below set levels in relation to consent
conditions 19
Table 3 Reports required to be submitted to Council by Trustpower over the
reported period 22
Table 4 Summary of fish transferred into the Patea River catchment headwaters 23
Table
Council is only mandated to act in respect
of Rugby Park in New Plymouth, we know that the Council is also aware that any decisions it
makes with regards to the rates it levies has a material impact on the residents of the Region
and therefore on the wider network of community facilities including those relating to sport
and active recreation.
Any decision the Council makes regarding the redevelopment of the Stadium has an opportunity
cost attached to it which impacts
monitoring programmes for 2014-2015 21
3.6 Exercise of optional review of consent 22
4. Recommendations 23
Glossary of common terms and abbreviations 24
Bibliography and references 26
page
Appendix I Resource consents held by NZ Pure Bred Genetics Ltd Piggery 28
Appendix II Flow rating for Rumkeg Creek 30
List of tables
Table 1 Location of sampling sites in Rumkeg Creek, a tributary of
the Manganui River 12
Table 2 Results from NZ Pure
intercepted by the well, thereby increasing
well rate and recovery per well.
5.2 Overview of Geological Formations
The Kapuni Group of sandstones are the target for hydraulic fracture stimulation.
Within the Taranaki Basin, the targeted Kapuni Group consists of Eocene lower
coastal plain fluvio-estuarine sediments deposited in an overall transgressive
system. The target sands are located between 3,150 – 3,650 m below ground in
depth and are comprised of both high net to gross fluvial
the sector has been its AA+ credit rating. This is the same as the New Zealand Government.
Currently, the LGFA estimates it is delivering costs savings to its member councils of $25 million annually. This
saving would otherwise need to be funded by higher rates.
LGFA would not achieve the AA+ credit rating without the guarantee structure and therefore there would be no
savings in borrowing costs to councils.
LGFA GUARANTEE
Currently there are 48 councils (based on the
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3.2 Location of activity (Street Address)
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3.3 Assessment/Valuation number of property (refer to land title or rates notice)
mouth of the river. The site is at the most
downstream point on the river from which water could be taken without it being
excessively saline.
2. An aerial photograph showing the proposed take location, pipeline and properties
receiving the water is shown in Figure 1.
3. The total volume proposed to be taken is 24,552 m3 per day to irrigate 380 ha, the
applications are summarised in the table below.
Consent [application] Applicant Irrigation Area Daily Volume Rate
7527-1