material deposited on the ground in the log and coal
storage areas. When it rains this material washes into the stormwater system, and discharges into the
harbour via the numerous piped outlets (Figure 2). In order to minimise deleterious effects on the receiving
environment, Port Taranaki Ltd (Port Taranaki) have implemented a number of preventative measures since
2012, including upgrading the stormwater treatment system and improving stormwater management
procedures. This work is ongoing, as log
before being pumped to a nearby reservoir. The water supply is reticulated to approximately 2,300 separate
customers.
Filter backwash is discharged via a large pond. The outlet from the pond is an inverted pipe located at the
opposite end of the pond from the inlet. The discharge from the pond emerges from the pipe to fall over a
small waterfall. At the base of the waterfall the discharged water runs down a natural cobbled channel
beneath native riparian vegetation for approximately 10m
STDC Kaponga, Manaia, Pātea, and Waverley wastewater treatment plants consent monitoring report 2018-2019
telemetered to the Council and reviewed for compliance.
During the period under review CCCWSL complied with the normal operational abstraction limit of 69L/s for
99.8% of the time. There was one occasion when CCCWSL was required to use its exceptional use limit of 79
L/s due to the reservoir levels falling below 80%. Figure 2 shows CCCWSL’s abstraction rate for the 2023/24
monitoring period.
Figure 2 CCCWSL abstraction rates for 2023/24
2.1.4 Hydrological monitoring and residual flow
page
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Minutes of the Ordinary Meeting of the
Taranaki Regional Council, held
Taranaki Regional Council Chambers, 47
Cloten Road, Stratford, on Tuesday 10
April 2018 at 10.30am.
Present Councillors D N MacLeod (Chairperson)
M J Cloke
D L Lean (Deputy Chairperson)
C L Littlewood
M J McDonald
D H McIntyre
B K Raine
N W Walker
C S Williamson
Attending Messrs B G Chamberlain (Chief
Remediation New Zealand Ltd Uruti Composting Facility Monitoring Programme Annual Report 2020 2021
Fonterra Kapuni Monitoring Programme Annual Report 2021-2022
was considered that this was due to the
consequences of photosynthetic activity of algae growing in the skimmer pit under
hot, sunny and dry conditions, rather than any chemical source. It was considered by
Council officers that should enough rain fall to cause a discharge, the pH would fall
to well within consent limits prior to any discharge occurring. No remedial action
was required by the Council.
A sample obtained on 26 June 2013 from the second skimmer pit returned elevated
levels
Puketewhiti Stream until we
crossed it by the swingbridge and left it
behind as we started climbing up the
Summit Track. When we reached the
Summit Road the group was unanimous in
wanting to detour to the Pukeiti Hill
Lookout before continuing on to the Paint
Mines. Rain during the week had cleared
the air and we had lovely views up the coast
towards Raglan. From there it was all down
hill to the mines which in effect are deep
holes now filled with water and fenced off
from the track, as