and K. M.
Wards, trading under the name Waikaikai Farms Ltd. The predominant land use was previously dairy
farming. The site location is detailed in Figure 1. The predominant soil type has been 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
L TO Page 23
Document no: RU-P-650-01 OO-A
Revision No V1.13
Date: 7-9-2018
Controller Colin Kay
page
Integrated Management System Manual
Appendix B Uruti Site Reporting Templates
e
Document No. Document/Form Name
RU-F-640-051 Legal Compliance Obligation (Monthly)
T-620-001 Standard Operational Report (Monthly)
RU-F-680 Uruti Irrigation Log
RU-F-681 Uruti Weekly Bore & Stream Sampling Log
RU-F-682 Uruti Inward Goods Log
RU-F-682 Uruti Weekly Dairy
towards the end of the landfill’s life.
Some information exists with respect to the amount of soil cover over the waste. Soil borings carried out by NPDC
over the upper two levels in April 1995, possibly associated with planning the 1995 playing field upgrade, show cover
depths of between about 600 mm and 1 m. Waste is located perhaps as little as 200 or 300 mm below the lowest
parts of the BMX track, but is otherwise a metre or more down, while photographs of the excavation for the
timber from old sheep dip sites in
domestic gardens.
Avoid harvesting fruit, mushrooms and vegetables from the
vicinity of a sheep dip site.
Avoid harvesting ‘wildfoods’ such as watercress, tuna (eel),
trout, waterfowl etc below any dip discharge outfall where it
enters a wetland, swamp or drain.
Be aware that discharges from sheep dips in coastal areas
can cause residues in shellfish.
Water supplies
Do not install a bore or well in an area where there may
be contaminated
(including rivers, lakes, ponds and streams)
o Any wetlands
o Any subsurface drainage
o Any bores or soakholes (these areas maybe within or outside the
boundary of the farm)
Nature of the terrain surrounding the feedlots, including slope (flat,
rolling, steep) and direction of slope
A north symbol (oriented to the top of the page if possible) and scale bar
page
06/22 - # 2714652 Page 8 of 14
5.2. In addition to the map or aerial image you
maintain a culvert in an unnamed tributary of the
Waipapa Stream for State Highway 3 road widening purposes
December
2003 2033
6577-1 To install, construct and maintain a water bore for horizontal directional
drilling purposes
April
2005
2023
page
6
Consent
number Purpose Granted Expiry
10598-1 To discharge emissions to air from flaring of hydrocarbons and
miscellaneous emissions on Pohokura Platform B
September
2018 2033
10683-1
To discharge
the well, while post-fracturing reports confirm
details of what actually occurred. The specific range of information required in each
report is stipulated in the conditions of the resource consents.
1.4.4 Chemical sampling
The primary component of the monitoring programme implemented by the Council
was the collection and analysis of samples from an existing groundwater well and a
specifically installed groundwater monitoring bore in the vicinity of the Cheal-C
wellsite.
In
Osflo Fertiliser Ltd Monitoring Programme Annual Report 2022-2023
containment device should be installed where
practical.
Underground fuel storage
All underground tanks used for the storage of
hydrocarbon products or wastes must be regularly
monitored for signs of material escape. Regular bore
monitoring for free phase hydrocarbon should be
carried out. There is less need to monitor double
skinned tanks.
Remember:
• Even small quantities of seemingly harmless
materials can damage the environment
• It is illegal to cause stormwater pollution
•
and streams are generally accessible when water supply is needed. Where
available, surface water supplies are typically preferred to groundwater sources, given they can be obtained
at a much lower capital cost. The low yields from Taranaki aquifers often mean that multiple bores are
required to supply high demand uses, making the use of groundwater uneconomic. Surface water systems
are generally able to sustain the majority of current water demand in Taranaki.
Notwithstanding