showed that all daily volume limits and instantaneous abstraction rates were complied with.
During the year, NPDC demonstrated a high level of environmental and administrative
performance with the resource consents.
For reference, in the 2015-2016 year, 71% of consent holders in Taranaki monitored through
tailored compliance monitoring programmes achieved a high level of environmental
performance and compliance with their consents, while another 24% demonstrated a good
level of
with State of the
Environment monitoring requirements. The 2012-2013 programme continued to incorporate
these changes. A later consultant’s report (in 2000) re-confirmed trends (using up-dated
methodology) that the lake was phosphorus limited and remained mesotrophic. Further
trend reporting for the period 1990-2006 was provided as a component of the consents
renewal process and suggested that while there has been a very slow rate of increase in
trophic level, the lake would be classified as
accordance with State of the
Environment monitoring requirements. The 2011-2012 programme continued to incorporate
these changes. A later consultant’s report (in 2000) re-confirmed trends (using up-dated
methodology) that the lake was phosphorus limited and remained mesotrophic. Further
trend reporting for the period 1990-2006 was provided as a component of the consents
renewal process and suggested that while there has been a very slow rate of increase in
trophic level, the lake would be
Intake fish entrainment trial 18
2.1.3 Discharge monitoring 20
2.1.3.1 Stormwater and raw water treatment discharges 20
2.1.3.2 Contingency discharges 24
2.1.3.3 Domestic sewage 24
2.1.4 Receiving environment monitoring 24
2.1.4.1 Tributary monitoring for total nitrogen 26
2.2 Land 27
2.2.1 Inspections 28
2.2.2 Discharge monitoring 29
2.2.2.1 Effluent volume 29
2.2.2.2 Nitrogen application rates 29
2.2.2.2.1 Cut-and-carry areas 29
2.2.2.2.2 Grazed
Inspections 27
Discharge monitoring 28
Effluent volume 28
Effluent nitrogen 29
Nitrogen application rates 29
2.2.2.3.1 Cut and carry areas 29
2.2.2.3.2 Grazed areas 30
Soil and herbage monitoring 31
Spring 2016 soil and herbage survey 31
Autumn 2017 deep soil leaching profiles 32
Groundwater and related tributary monitoring 32
Electromagnetic induction survey 34
Groundwater monitoring in relation to effluent irrigation 34
Groundwater
applicable
The culvert will be open-bottomed or its invert will be placed so that at
least 25% of the culvert’s diameter is below the level of the bed.
☐ Yes ☐ No
The bed substrate will be present over the full length of the culvert and
stable at the flow rate at or below which the water flows for 80% of the
time.
☐ Yes ☐ No
The culvert provides for continuity of geomorphic processes (such as the
movement of sediment and debris).
☐ Yes
mornings the two week rain forecast is received from ‘WeatherWatch’, a
professional weather forecasting business.
9.3 The irrigation model is updated using this information and emailed to Uruti.
9.4 The Uruti Site operator records the level in the irrigation pond Monday morning.
9.5 The Site Manager plans the weeks irrigation based on the irrigation pond level, the rain
forecast, and the application rate (rates are attached see Irrigation Areas/Rates). This
information is posted on the
spoke to the memorandum to adopt the
Council’s 2019/2020 Annual Plan. Chairman MacLeod gave a brief background to the
process leading up today, and thanked management staff for their effort and hard
work required over this process.
Resolved
THAT the Taranaki Regional Council:
a) receives and acknowledges, with thanks, the submissions forwarded in response
to the Consultation Document on the 2019/2020 Annual Plan
b) confirms a nil general rates change for 2019/2020
c)
be determined if the results originated from the activities at the consent holder’s site or from the
neighbouring properties. The guideline reflects a deposition rate that may cause complaints in a residential
area.
In the 2016-2017 year there were no unauthorised incidents related to discharges from any consent holders
in the Lower Waiwhakaiho area.
During the year, Downer EDI Works Ltd demonstrated a high level of environmental and administrative
performance with their resource
exceeded six of the 12 samples
collected, while Downer EDI exceeded one sample from 10. The highest result during the year
under review was obtained by one of the Fitzroy Engineering Group Ltd gauges, which was
more than twice the guideline rate. The guideline reflects a deposition rate that may cause
complaints in a residential area.
In the 2015-2016 year there were no unauthorised incidents related to discharges from any
consent holders in the Lower Waiwhakaiho area.
During the year,