Revised Assessment of Environmental Effects (AEE) - June 2020
Revised Assessment of Environmental Effects (AEE) - June 2020
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Todd Energy Ltd McKee Mangahewa Production Station Annual Report 2022-2023
inspection of the well sites associated with the MMPS was carried out to check for compliance with resource consent conditions. Heavy and persistent rain had fallen the previous night. Well sites inspected were Mangahewa-A, C, D, and E; Pouri-A; Pukemai-A; Tuhua-A, B, C and D; McKee B, C, D and E; Toetoe-A, B and C; and Mystone-A. In general, the sites were tidy and clean with minimal activity occurring. The sites were being maintained with weed spraying evident on the site and in some places within
1857 Pukeiti Rhododendron Trust Newsletter SPRING 2023
propagation and consequent dissemination of the endangered rhododendrons whose future the Pukeiti Rhododendron Trust is trying to secure. Members got an opportunity to see the Rouse House propagator and improvements to the shade house which have been paid for by The Trust. These improvements are designed to increase the success rate of the propagation efforts. The Soup and Large Leaf Rhododendron Day was once again threatened by rain but it was decided to go ahead with it anyway. As it
13Furtherinformation AppendixI
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
Annual report 2015-2016
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
Schedules of charges
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
Annual report 2014-2015
unacceptable materials, the stability of the green waste stacks (against wind), and the management of any stormwater and leachate. page 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
Biennial report 2011-2013
directed into the settling ponds. Midhurst CD Boyd quarry Tariki page 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.
Council meeting agenda July 2019
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
Application attachment appendix K Hydraulic and Geotecnical Assessment Manawa Energy 14 Feb 2023
the later (eastern) portions. The most significant structures/components within the Race and lake are summarised within Table 2 and are discussed further as follows. Table 2: Race and Lake Structures/Components Component Race Chainage (m) Comment Manganui River 0 Upstream end of race. Intake Structure 90 Controls abstraction from the Manganui River into race. Tariki Weir 720 Weir assists race flow measurements. Drop Structure 1270 Race invert level falls by