systems.
The treatment pond to the east of SH45 received stormwater and groundwater from
the quarry. Treated water was either discharged to the Waingongoro River, or
pumped to an adjacent dairy farm for pasture irrigation purposes.
The treatment pond to the west of SH45 received quarry washwater which was
recycled through the plant. An emergency overflow pipe installed in this pond
discharged to the river during very high rainfall events.
1.4 Resource consents
1.4.1 Water
NPDC Colson Rd Landfill consent monitoring report 2017-2018
access to the local stormwater either through direct
discharge or by being washed off the site by rainfall or
by poor forecourt cleaning practices.
Pollution minimisation
The Taranaki Regional Council recommends the
following service station requirements as best
management practices. Check this information when
operating your service station and when establishing or
upgrading daily site operational procedures. If all of the
items on the list are fully addressed then the potential
for
especially in the South Island.
On favourable higher altitude sites, Douglas-fir
exhibits a significant growth advantage over other
species. A high proportion of the tree’s wood is
heartwood, which is non-durable in ground contact.
Consequently, it is most commonly used for
structural purposes in engineering and construction.
Siting
Douglas-fir grows well over most of the country in
areas which receive moderately high rainfall (1000 to
1500mm annually). Growth is generally best on moist,
Rainfall patterns and intensity, and their influence on fluvial and cliff sediment supply;
and
• Geomorphology and geological make up of the coast.
The rate of erosion of sea cliffs in particular, depends on the following factors (Lumsden,
1995):
• Available wave energy producing both impact and abrasion (this can be altered by
refraction and diffraction of waves from reefs and off-shore bathymetry);
• The presence of absence of a protective beach at the base of the cliffs and type of
the
risk of this happening again.
The maximum rainfall (43 mm/hr) used in
the application by Remediation (NZ) may be
a bit light.
This has been reviewed by the applicant in
their application.
The site needed to be tidied up generally.
The untidiness does not given them
confidence that it is being managed
appropriately.
Management plans and improved detail in
job descriptions for site and management
staff are intended to address this, along with
better recording of
Mangati catchment (Bell Block industrial) resource consent monitoring report
we’re able to make predictions about the water quality
at any given location based on a range of environmental
characteristics that are common to those catchments where
monitoring data is available. These characteristics include
the geology, land cover, elevation, rainfall and the number
of farmed animals.
To refine these models and improve our understanding
of the actions we can take, we need to assess whether
contaminants are the result of human activities or
Planning Committee meeting of the Taranaki Regional Council held in the Taranaki
Regional Council chambers, 47 Cloten Road, Stratford, on Tuesday 24 April 2018 at
10.35am
2. notes that the recommendations therein were adopted by the Taranaki Regional
Council on 15 May 2018.
MacLeod/Hooker
Matters Arising
The impacts of recent extreme rainfall in the Gisborne region and the discharge of
forestry slash to rivers was raised and a discussion held over the likelihood of this
being
is 10 L/s. However as a result of stormwater inputs to the pond, the discharge
rate from the pond to the Mangorei Stream will be highly variable as it is dependent on weather conditions.
The size of the pond will allow storage for a 10% annual exceedance event (AEP) event. The maximum
discharge rate from the pond during large rainfall events is 1,060 L/s as this is dictated by the size of the
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5
outfall pipe (750 mm). However there is also provision for the pond