Rules 35 and 36 of the RFWP do not include any matters of
control that expressly allow for the consideration of matters such as those expressed in the NPS-FM objective.
Given that the Council can only consider policies that relate to the matters over which the Council has
reserved control through the plan itself, the Council is unable to take into account matters that fall outside this
scope.
In terms of the notification assessment and when deciding whether a person is an affected person, the
STDC Kaponga Manaia Patea and Waverley WWTPs Annual Report 2022-2023
main method of effluent application, depths applied (~3 mm)
2. ‘Weta’ travelling rain gun – used to apply effluent to the Sand Dune block at 8-10 mm depths during
7 months of the year.
2.3.2.4 Type of crops grown
Two crops were grown under the cut and carry system in 2022-2023. Maize Silage paddocks (37.2 ha) which
were cultivated in October and harvested in March, yielding around 21.3 tonnes DM/ha.
An annual Ryegrass was planted as a crop cover over the cooler and wetter months.
14 of the Resource Management Act 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.
Approximate
site
boundary
Unnamed tributary
NNNN
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7
As Taranaki Ventures Limited was unable to estimate the rate or volume of the take,
and as such, might exceed the limits of the
elevated soil
moistures in the range of 44 and 45 %. Conversely, prior to January 8th 2015, Uruti received only 1
mm of rain in the previous eight days, with soil moistures at 32 %, this would have resulted in
minimal outflow ‘gaining’ from the Haehanga Stream to the groundwater table.
page
14745-1
Commercial in confidence
6 6/2015
Table 2.4:Stream and Groundwater Elevations (msl)
Date Bore Bore elevation Stream Elevation GW elevation Groundwater
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).
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18
NPDC has continued work
inspection it was noted that the pedestrian entrances to the shed now had a protected
doorway porch to prevent wind and rain from entering the shed.
During each inspection a sample of the stream was obtained. The samples were clean and clear with no
sheen or odour, iron oxide is naturally present in the stream. There was no discharge from the stormwater
system to sample during any of the inspections.
At the time of each inspection the Company were operating in compliance with their resource
Revised Assessment of Environmental Effects (AEE) - June 2020
Ratapiko from the Manganui River through the Motukawa Race.
To allow the diversion of water from the Manganui River, a concrete weir was constructed across
the Manganui River downstream from Tariki Road. The weir is approximately 4 m high and was
constructed in 1927 (C. England pers. comm). The current consented take from the Manganui River
at the weir is 5.2 m3/s, with residual flows at the weir of 0.4 m3/s. However, when flow in the
Waitara River (at Bertrand Road gauge) falls below 5 m3/s, all of
were markedly improved on the approach to the Piopio South Passing Lane, and
hazardous poplar trees were removed on outside of same curve.
Example - Awakino Gorge Guardrail (2006)
The guardrail was installed at the location of a number of crashes, and protects the corner for a distance
of approximately 400m. There was also some replacement of square kerbing with radial.
Mangaotaki Rockfall (2008)
Heavy rain triggered a large rock fall on