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trap, near the Firewater Pond. The carpark area project was on-going and a digger was working by burial pit.
The entrance to the old dairy factory on Old Normanby Road had traces of left over burial pit product in
front of the entrance. TBP staff were advised that this needed attention, as it was forming a crust and heavy
rain would likely cause it to discharge to the drain. A discussion was had about the importance of having
underground drain plans and these were again
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.
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Commercial in confidence
6 6/2015
Table 2.4:Stream and Groundwater Elevations (msl)
Date Bore Bore elevation Stream Elevation GW elevation Groundwater
STDC Kaponga Manaia Patea and Waverley WWTPs Annual Report 2022-2023
Rules 35 and 36 of the RFWP do not include any matters of
control that expressly allow for the consideration of matters such as those expressed in the NPS-FM objective.
Given that the Council can only consider policies that relate to the matters over which the Council has
reserved control through the plan itself, the Council is unable to take into account matters that fall outside this
scope.
In terms of the notification assessment and when deciding whether a person is an affected person, the
main method of effluent application, depths applied (~3 mm)
2. ‘Weta’ travelling rain gun – used to apply effluent to the Sand Dune block at 8-10 mm depths during
7 months of the year.
2.3.2.4 Type of crops grown
Two crops were grown under the cut and carry system in 2022-2023. Maize Silage paddocks (37.2 ha) which
were cultivated in October and harvested in March, yielding around 21.3 tonnes DM/ha.
An annual Ryegrass was planted as a crop cover over the cooler and wetter months.
Revised Assessment of Environmental Effects (AEE) - June 2020
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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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