elevated soil
moistures in the range of 44 and 45 %. Conversely, prior to January 8th 2015, Uruti received only 1
mm of rain in the previous eight days, with soil moistures at 32 %, this would have resulted in
minimal outflow ‘gaining’ from the Haehanga Stream to the groundwater table.
page
14745-1
Commercial in confidence
6 6/2015
Table 2.4:Stream and Groundwater Elevations (msl)
Date Bore Bore elevation Stream Elevation GW elevation Groundwater
and suspended solids.
page
6
2 Results
2.1 Water
2.1.1 Inspections
07 December 2020
An inspection was undertaken to assess compliance with resource consent conditions. It was raining at the
time of the inspection. Four samples were obtained; one downstream (clear), one upstream (clear), one from
the storm water discharge pipe (turbid) and one form the head waters adjacent to the storm water
discharge pipe, at this location there was a visible sheen. The
applied (mm) m3 of effluent
Total 105.1 - 24,083
2.3.2.3 Method of irrigation
The effluent from the piggery is pumped to storage pond prior to land application. The Company
communicated that three different delivery systems were used during the 2021-2022 monitoring year:
1. Dribble bar – main method of effluent application, depths applied (~3 mm)
2. ‘Weta’ travelling rain gun – used to apply effluent to the Sand Dune block at 8mm depths during 8
months of the year.
3. Slurry tank
elevated soil
moistures in the range of 44 and 45 %. Conversely, prior to January 8th 2015, Uruti received only 1
mm of rain in the previous eight days, with soil moistures at 32 %, this would have resulted in
minimal outflow ‘gaining’ from the Haehanga Stream to the groundwater table.
page
14745-1
Commercial in confidence
6 6/2015
Table 2.4:Stream and Groundwater Elevations (msl)
Date Bore Bore elevation Stream Elevation GW elevation Groundwater
officer would make contact shortly for
an update on the anticipated level of use of the discharge area.
26 January 2016
The weather was fine and dry at the time of inspection (only 39 mm of rain had fallen
over the past month). The Company was contacted prior to the inspection.
It was again found that, there did not appear to have been much activity at the site
since the last inspection. However, the stock pile area did contain several loads of green
waste ready for spreading. No
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 hire $100.00 per hour
Disposabale bailer $20.00 per sample
Peristaltic pump $120.00 per day
Rain gauge calibration $300.00 per deployment
Automatic water quality samplers $50.00 per day
Betrand Rd telemetry $2,000.00 per year
Lake Rotorangi telemetry $1,752.00 per year
Mangati Stream telemetry $2,900.00 per
unacceptable materials, the stability of the green
waste stacks (against wind), and the management of any stormwater and leachate.
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8
2. Results
2.1 Inspections
27 August 2014
The site was inspected in fine conditions with a moderate southerly breeze. The last
rain was five days prior to this inspection.
The consent holder was met off site prior to the inspection. The consent holder outlined
that the last delivery of green waste from Ingram’s was about three or
directed into the settling ponds.
Midhurst
CD Boyd quarry
Tariki
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5
Figure 2 CD Boyd Surrey Road, Quarry site
1.4 Resource consent
1.4.1 Water abstraction permit
Section 14 of the Resource Management Act 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.
H McIntyre
N W Walker
C S Williamson (via Zoom)
Apologies B K Raine
M G Davey
Notification of Late Items
Item Page Subject
Item 1 3 Confirmation of Minutes
Item 2 10 Consents and Regulatory Committee Minutes
Item 3 15 Policy and Planning Committee Minutes
Item 4 21 Regional Transport Committee Minutes
Item 5 27 Executive Audit and Risk Committee Minutes
Item 6 31 Joint Committee Minutes
Item 7 46 Taranaki Stadium Trust: Yarrow Stadium Major
site was going to be scraped to remove proppant, and to also level out the site post drilling campaign.
Heavy rain earlier in the week had carried sediment into the ring drains and down to the wetland. Some of
the ring drains were visibly turbid, while others contained clear water as the sediment had been filtered
since the rain event. The bank separating the wetland from the site had undergone major works to stabilise
it and had been covered with coconut matting and hydroseed. The wetland had