the treatment of gas at the McKee LPG Plant and the
Mangahewa Extraction Train 2 (MET2).
July
2009
June
2021
June
2039
1.3.1 Water abstraction permit
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 set out in Section 14.
The Company holds water abstraction permit 1226-1 to take water from
The site is approximately 2.4ha in size
and comprised of cutover semi-coastal Tawa, kohekohe, rewarewa, hinau, podocarp forest remnants on
hill slopes, flat land and stream terraces. The remnants are of a native forest type that is classified as
'Chronically Threatened' in Taranaki and falls within 'Acutely Threatened' Land Environment (LENZ)
F5.2b. Remnants such as this provide important habitat for common, rare and threatened species. Barrels
Creek contributes good connectivity with other
page
STRATFORD
WAITARA
Provisional data only
PATEA
NEW PLYMOUTH
OPUNAKE
ELTHAM
MANAIA
HAWERA
EGMONT
NATIONAL
PARK
Total monthly rainfall (mm)
KEY
xxx yy%
INGLEWOOD
Pohokura
Saddle
Dawson Falls
Cape Egmont
Stratford
Whareroa
Patea
North Egmont
Inglewood
Motunui
Brooklands
Kaka Rd
Kotare
Rimunui
Glenn Rd
Huinga
47%
36%
37%
23%
15%
18%11%
28%
15%
21%
22%
30%
33
68
52
prepared as a
separate appendix.
This report deals only with historic heritage located in or on the boundary of the Coastal Marine Area. The
Coastal Marine Area is defined as the area seaward of Mean High Water Springs (MHWS) to the 12 nautical mile
limit, and in river mouths as defined by the Taranaki Coastal Plan, Appendix 2: Coastal marine boundaries at
river mouths. Identification and protection of archaeological sites located on the landward side of these
boundaries falls within the
prepared as a
separate appendix.
This report deals only with historic heritage located in or on the boundary of the Coastal Marine Area. The
Coastal Marine Area is defined as the area seaward of Mean High Water Springs (MHWS) to the 12 nautical mile
limit, and in river mouths as defined by the Taranaki Coastal Plan, Appendix 2: Coastal marine boundaries at
river mouths. Identification and protection of archaeological sites located on the landward side of these
boundaries falls within the
Ordinary Council Agenda February 2024 Part 1
survey or will delay the start of operations, regardless of signal strength or
whether distance or bearing from the acoustic source has been determined. Shutdown
of an activated acoustic source will not be required if visual observations by a qualified
MMO confirm that the acoustic detection was of a species falling into the category of
‘Other Marine Mammals’.
3.8.5 Observer deployment
The preference for operational deployment of observers is on the acoustic source vessel.
However, if
environmental sensors $5,000 per year
In stream temperature monitor $300.00 per year
Portable (12v) groundwater pump $120.00 per day
Suspended particulate sampler $30.00 per hour
Vandorn sampler $50.00 per day
Black disc $20.00 per deployment
Bladder pump $110.00 per day
Calibration test equipment $100.00 per hour
Disposable bailer $20.00 per sample
Peristaltic pump $60.00 per day
Groundwater level logger $180.00 per year
Rain gauge calibration $300.00 per deployment
Automatic water quality
year
In stream temperature monitor $300.00 per year
Portable (12v) groundwater pump $120.00 per day
Suspended particulate sampler $30.00 per hour
Vandorn sampler $50.00 per day
Black disc $20.00 per deployment
Bladder pump $450.00 per day
Calibration test equipment $100.00 per hour
Disposable bailer $20.00 per sample
Peristaltic pump $120.00 per day
Groundwater level logger $180.00 per year
Groundwater probe $100.00 per day
Rain gauge calibration $300.00 per deployment
Automatic water
managed, and the tip face appeared stable. No cracking or
slumping was evident on either the fill area or the tip face. The pre-fill gully was well grassed with no sign of
sediment runoff.
The stormwater drains were grassed and contained minor amounts of stormwater following heavy rain the
previous day. The stormwater ponds were moderately full, and the final pond was discharging at a trickle
flow. There was no visible effect noticeable in the receiving waters downstream of the discharge. Silt