giving a free
available chlorine of <0.01 g/m3. The weir inlet screens were cleaned during the inspection and the inlet
chamber was emptied. The screens were being cleaned frequently and this was due to increase further with
an anticipated increase in rainfall over winter and spring. A significant amount of work has been proposed
to upgrade the water pipe that carries water from the river to the plant. This work is in the planning process
and will include a more accurate flow meter at the river. …
identified as
black loamy sand and vegetation growth consists mostly of pasture. Test pitting and the logging of
boreholes on site indicated a relatively shallow water table. Test bores were augured to 10 m both around
the waste holding pit area and to the south-western site boundary, revealing alternating layers of sand and
clays. Bore construction also revealed localised peat layers within some augured cores (approximately 4–8 m
below surface). Average annual rainfall for the site is 1,043 mm
Agenda for Policy & Planning Committee July 2017
Council Meeting Agenda December 2022
to 10 m in the pit area, revealing extensive compacted, low
permeable clays underlying coastal dune sands. Pit construction revealed mostly tightly packed sand at the
pit bases (approximately 4-5 m below surface). Average annual rainfall for the site is 1,023 mm (taken from
the nearby ‘Duffy’ monitoring station). As with the other South Taranaki coastal sites, this site is subject to
strong winds.
Photo 3 Landfarming area M2110 2021 (image provided by WRS)
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Todd Energy Aquatic Centre consent monitoring report.
location
The consented site consists of two land parcels totaling 13.8 ha of available spreading
area. The site is located on privately owned marginal coastal land situated on reworked
dune fields. The predominant soil type has been identified as black loamy sand, and
vegetation growth is primarily a mixture of pasture and dune grasses. Average annual
rainfall for the site is 1,122 mm (taken from the nearby Glenn Road monitoring station).
Two significant surface water bodies run adjacent to the
indicated a relatively shallow water table. Test bores were augured
to 10 m in the pit area, revealing extensive compacted, low permeable clays underlying
coastal dune sands. Pit construction revealed mostly tightly packed sand at the pit
bases (approximately 4-5 m below surface). Average annual rainfall for the site is 1,023
mm (taken from the nearby ‘Duffy’ monitoring station). As with the other South
Taranaki coastal sites, this site is subject to strong winds.
Site data
Location
water at the Central landfill site, 2004-2015
Figure 5 Conductivity levels found in surface water at the Central landfill site, 2004-2014
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The level of suspended solids also fluctuate over time with a range of <2 to 99 g/m3
recorded over all the sites. The unnamed tributaries on this site are generally small,
clear running, low energy brooks with silty beds, however with increased rainfall the
suspended solids level can rise quite quickly as silt
Inglewood Metal Ltd Quarry consent monitoring report - Taranaki Regional Council