$450.00 per day
Calibration test equipment hire $100.00 per hour
Disposabale bailer $20.00 per sample
Peristaltic pump $100.00 per day
Rain gauge calibration $300.00 per deployment
Automatic water quality samplers $50.00 per day
Repair parts (battery/fuse/cable) $50.00 per deployment
Betrand Rd telemetry $2,000.00 per year
GPRS telemetry $30.00 per month
Lake Rotorangi telemetry $1,752.00 per year
Mangati Stream telemetry $2,900.00 per year
Mangawhero
MANAIA
HAWERA
EGMONT
NATIONAL
PARK
Total winter rainfall (mm)
KEY
% of average winter rainfall
xxx yy%
INGLEWOOD
Pohokura
Saddle
Dawson Falls
Cape Egmont
Stratford
Whareroa
Patea
North Egmont
Inglewood
Motunui
Mangorei
Kaka Rd
Kotare
Rimunui
Glenn Rd
Huinga
157%
149%
147%
107%
137%149%
167%
167%
153%
134%
143%
523
N/A
899
977
798
2245
2723
452
487
404
582
567
728
128%
was potentially leaking, staff advised that this would be investigated in summer.
Ngatoro G: the ring drain had been redefined and metal placed alongside it to help filter sediment.
Kaimiro Production Station and Ngatoro-A: Heavy, persistent rain and strong winds had proceeded the
inspection and it was noted that the stormwater system on both sites was working well. All stormwater was
being collected and directed for treatment prior to discharge from the site. The sites were tidy and
June 2027
9422-1
To discharge stormwater and sediment, deriving from
soil disturbance undertaken for the purpose of
constructing the Turangi-C wellsite.
5 February
2013 N/A 1 June 2017
1.3.1 Water abstraction permit
Section 14 of the RMA stipulates that no person may take, use, dam or divert any water, unless the activity is
expressly allowed for by a resource consent or a rule in a regional plan, or it falls within some particular
categories set out in Section 14.
The
page
9
3.2 Results
3.2.1 Inspections
08 December 2020
An inspection was undertaken to assess compliance with the wastewater discharge consent. A prolonged
period of rain occurred prior to the inspection. The yard was relatively clean and tidy. No evidence of spills.
The discharge of stormwater onsite into the roadside drain looked much improved from the last inspection.
A sample of the settling pond discharge into the wetland was unable to be collected due to a new
regional plan, or it falls within some particular categories set out in Section 14.
The Council determined that the application to take groundwater fell within Rule 49
of the Regional Freshwater Plan for Taranaki (RFWP) as the rate and daily volume of
the groundwater abstraction might exceed that of the permitted activity (Rule 48).
Rule 49 provides for groundwater abstraction as a controlled activity, subject to two
conditions:
• The abstraction shall cause not more than a 10% lowering
(Pohokura AEE Vol 3).
f. Cliff erosion
Sedimentary rocks in cliffs in the ‘papa’ areas of north and south Taranaki are relatively
young geologically speaking, so are soft, unconsolidated and easily eroded. Cliffs with
waves lapping at the base at high tide are vulnerable to episodic erosion events with the
steep faces falling away catastrophically. Compounding this process is groundwater seepage
through the cliffs which intensifies after heavy rain. When the top layers are saturated, they
reduced as rain
eased. An incident report was
provided by NPDC. An
infringement notice was issued.
2.3.2 Sewage pump station incidents
There were no unauthorised discharges from sewage pump stations (SPSs) during the 2023/24 monitoring
year.
2.3.3 Reticulation overflow incidents
Five unauthorised discharges to surface water occurred due to overflows in the reticulation network during
the 2023/24 monitoring period (Table 18).
page
18
NPDC has continued work
is less than 1 % of the allocated take through resource
consents.
Rain water is also collected and stored for stock and domestic use.
There are 21 rural water supply schemes in the region that serve stock, domestic water
and in some cases industrial use and mean farmers do not have their own intake
systems. In this case the
take is concentrated at
one point rather than
being spread through a
catchment.
Figures 1 and 2 show
rural water supply
PM2.5 concentration 17
Figure 13 Comparison of the diurnal variation in PM2.5 concentration during different seasons 17
page
iii
Figure 14 Pearson’s correlation matrix of PM2.5 with different meteorological variables 18
Figure 15 Pollution rose for entire monitoring period 20
Figure 16 A comparison of wind roses for days falling into different PM2.5 air quality categories 20
Figure 17 Daily time series of PM2.5 for the monitoring period. 21
Figure 18 …