responsibility to ensure non-work
related people, including children and visitors, do not come to
harm from the dip site. Accidental drowning has occurred at
a plunge dip and personal injury has been known to happen
from falls and trips around dips sites. Some dip sites are situated
in ‘amenity land’ - areas of public land or public access (e.g.
camping grounds) and owners and occupiers need to ensure
visitors and residents are not exposed to unnecessary risk.
Locating former sheep dip sites
There
104 matters.
The Taranaki Regional Council may consider any matter allowed under section 104,
including all effects on the environment. If the resource consent is granted, the Taranaki
Regional Council may set any conditions on the permit that fall within the Taranaki
Regional Council's powers under section 108 of the Act.
A non-complying activity is an activity (not being a prohibited activity) which is either
defined in the rule as a non-complying activity, or, contravenes a rule
uncorrected chimney height
Consideration of locality
17 The initial step is to consider the character of the
surrounding district which for this purpose will be
regarded as falling into one of the following
categories:
A a rural area, and no other comparable
industrial emissions within 1 kilometre of the
chimney under consideration;
B a partially developed area with scattered
houses, and no other comparable industrial
emissions within 1
no person may take, use, dam or divert any
water, unless the activity is expressly allowed for by resource consent or a rule in a
regional plan, or it falls within some particular categories set out in Section 14.
The Council determined that the application to take groundwater fell within Rule 49
of the Regional Freshwater Plan for Taranaki (RFWP) as the rate and daily volume of
the groundwater abstraction may have exceeded that of the permitted activity (Rule
48). Rule 49 provides for
areas – map reference sheets
3 Wave Details
The wave patterns used in the models are shown in Figure 3.
page
Taranaki Tsunami Inundation Analysis
4936_AM1708_Taranaki_Tsunami_Inundation_Analysis_Update_2017_Final.docx 4
Figure 3: Tsunami Wave Patterns used in 2D model
The highest wave amplitudes were applied at mid-tide levels. The wave heights are
applied such that the 2 m wave rises 1 m above and falls 1 m below the normal tide,
the 4 m wave
were consolidated at a new shed on Kohiti Road from
which wastewater is transferred to the treatment system for the nearby rendering
operations. Consent 3117 now applies to a small shed used for sick cows on Katotauru
Road.
1.3.1 Water abstraction consent
Section 14 of the RMA 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
sleepers are awakened
and a few people alarmed. Small objects are shifted or overturned, and pictures
knock against the wall. Some glassware and crockery may break, and loosely
secured doors may swing open and shut.
• MM 6: Slightly damaging
Felt by all. People and animals are alarmed, and many run outside. Walking steadily
is difficult. Furniture and appliances may move on smooth surfaces, and objects fall
from walls and shelves. Glassware and crockery break. Slight non-structural damage
Transforming Taranaki - The Taranaki Riparian Management Programme.
Agenda for Taranaki Regional Council hearing on representation arrangments
detail in Section A1. In addition, flood events in the
Waiwhakaiho River display a ‘flashy’ nature, with flows rising and falling rapidly, discussed further in
Section 3.2.
The Waiwhakaiho River is an incised wandering, mixed bed river characterised by bed and bank
material comprised of large boulders, cobbles, coarse gravels and fine sediment. The true left bank
near the intake structure is bedrock (conglomerate), and on the true right, there are erodible banks
of cobbles held in a loose