to say that a well-managed composting operation should
produce little or no leachate and the only liquids leaving the composting
pads should be stormwater runoff from the composting piles and the
operating area including tracks and the truck wash.
19. Both Pads 1 & 3 and the operational areas are engineered so that all
stormwater that falls on these areas is captured and diverted into the
irrigation pond.
20. As described in the previous paragraph all the contaminated
29 7.7 Ngatoro 3 0.8
Waiwakaiho Audrey
Gale Park 25 6.6
Puketapu
3 0.8
Lake Rotokare 23 6.1 Puniho 3 0.8
Lake Rotorangi 21 5.6 Dawson Falls 3 0.8
Wai-iti 20 5.3 Waiaua 3 0.8
Onaero 20 5.3 Kaweroa 2 0.8
Tongaporutu River 18 4.8 Kapuni Stream 2 0.5
Waiwhakaiho Meeting of
the waters 17 4.5
Whenuakura River
2 0.5
Lake Opunake 17 4.5 Egmont National Park 2 0.5
Waitara beach 16 4.3 Greenwood Rd 2 0.5
Huatoki 16 4.3 Makatawa River 2 0.5
Oakura
CD Boyd drilling waste resource consent monitoring report 2019-2020
Regional Transport Committee Agenda June 2024
Consents & Regulatory Committee agenda June 2021
terraced coastline where
sedimentary rock is softer than that of the laharic material of the ring plain coast.
There are a number of small estuaries at the mouths of Taranaki’s larger rivers. These
estuaries are well flushed with little diversity in the way of intertidal and subtidal habitats.
Sedimentation has a major influence on the region’s estuaries, the factors behind which
include rain fall and modified land use. There is generally abundant sediment supply to
the coast
from the gates and weir itself.
- The canal sluice gate would be closed (or partly open to allow 100l/s residual flow) and the
canal stop gate at the sand trap open as the flow to the lake opens it.
- A residual flow of 80l/s per second would be maintained down the fish pass and a residual
flow of greater than 180l/s in the main river system below the canal sluice outlet.
- The lake would rise and fall typically between a level of 505mm and 950mm on the lake staff
gauge.
- The
100l/s residual flow) and the
canal stop gate at the sand trap open as the flow to the lake opens it.
- A residual flow of 80l/s per second would be maintained down the fish pass and a residual
flow of greater than 180l/s in the main river system below the canal sluice outlet.
- The lake would rise and fall typically between a level of 505mm and 950mm on the lake staff
gauge.
- The generator would typically run during the morning (06:00 to 12:00) and evening (16:00 and
22:00), i.e.
understorey has been extensively modified by grazing stock.
Stock-proof fencing is necessary to reduce the risk of continued
modification.
Herbivores - High Stock presently have access to the site and have been impacting on
the bush by trampling roots and browsing young seedlings and
saplings for decades - more so on the forest edge. The new
landowners plan to fence to exclude stock in the near future.
Possum Self-help Falls within the Egmont Stage 3 Possum self-help area. The
landowners
abstraction
The Company monitors the volume of water abstracted. Groundwater level monitoring was instituted as a
requirement of consent 9608-1.2, held by DR Wilson for abstraction of groundwater at a location across the
Waitōtara River for irrigation of pasture land. Consent 9608-1.2 requires that abstraction ceases if the water
levels in the Company supply bores GND0585 and GND1195 fall below 104 m and 109 m respectively.
Consent 2261-3.1 requires that the Company record continuous water