SDC Stratford WWTP Annual Report 2020-2021
SDC Stratford WWTP Annual Report 2020-2021
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Port Area Industrial Catchments Annual Report 2020-2021
operating procedure. Notifications to Council were expected throughout the entire process. All resource consent conditions were compliant at the time of inspection. 11 May 2021 A site inspection was carried out in overcast weather with light wind conditions. Heavy rain had been noted in days prior to the visit, and this had resulted in some ponding within the bunded areas, however there were no visible hydrocarbons present. All major works to re-line the bunds had been completed, with only
Mangati Catchment Joint Annual Report 2022-2023
approximately five kilometres. The industrial area at Bell Block is situated mid-catchment (Figure 1). Historically, the industrial areas were located predominantly on the western side of the stream however ongoing development since 2016 has resulted in more sites on the eastern side. These sites fall under permitted activity rules and are not covered by this monitoring report. Upstream, land use is pastoral and horticultural. Downstream, the Mangati flows through the residential area of Bell Block.
MR2013 TaranakiVenturesCopperMoki1Wellsite
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. Approximate site boundary Unnamed tributary NNNN page 7 As Taranaki Ventures Limited was unable to estimate the rate or volume of the take, and as such, might exceed the limits of the
Application attachment appendix G Sediment Assessment Manawa Energy 14 Feb 2023
Ratapiko from the Manganui River through the Motukawa Race. To allow the diversion of water from the Manganui River, a concrete weir was constructed across the Manganui River downstream from Tariki Road. The weir is approximately 4 m high and was constructed in 1927 (C. England pers. comm). The current consented take from the Manganui River at the weir is 5.2 m3/s, with residual flows at the weir of 0.4 m3/s. However, when flow in the Waitara River (at Bertrand Road gauge) falls below 5 m3/s, all of
Appendix U - Haehanga Catchment preliminary groundwater investigation
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
Operations and Regulatory Committee Agenda February 23 Part 1
Act). 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
Tamarind Sidewinder Annual Report 2021-2022
persistent rain and strong winds prior to the inspection and it was raining heavily at the time of the inspection. The stormwater system was working well, with all stormwater being collected and directed for treatment prior to discharge from the site. The site was tidy and processes appeared to be well managed with no spills or stains evident on the ground. Operationally good practices were being adhered to with drip trays and chemical bunding in use. The skimmer pits were full, free of hydrocarbon
Revised Assessment of Environmental Effects (AEE) - June 2020
Revised Assessment of Environmental Effects (AEE) - June 2020
SH3 Working Party Booklet 2024
was also some replacement of square kerbing with radial. Mangaotaki Rockfall (2008) Heavy rain triggered a large rock fall on 4th August 2008 at the Mangaotaki Bluffs. The large rocks blocked SH3 for almost 48hrs and a route detour through local council roads was required during this time. Two stock truck effluent disposal facilities have been built along the route, one in each of the regions – the Taranaki one at Ahititi on the northern