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
build a new compressor onsite. The old flare pit had been tested for contamination prior to it being reinstated to pasture. At the time of inspection no flare, heat haze or smoke was detected. The skimmer pits were visually satisfactory. It was noted that the discharge pipe is kept closed during rain events to allow sediment to settle out prior to discharge, with various tide marks around the pits showing that this was common practice. Hydrocarbon cloth had been placed under the coil tubing
Consents & Regulatory Committee agenda February 2021
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
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
Depart Ariki St The Warehouse BBK Parklands Ave BBK Richmond St Queen St 3.00 pm 3.15 pm 3.18 pm 3.51 pm 3:56 pm P A R A D E 1 -2 P M *Route 20 – Waitara/Bell Block/NP (does not go to the Valley) FREEBUS Christmas Parade Rain date Sunday 1st December to the NOVEMBER 30 SATURDAY *routes run as per normal and stop at all stops*routes run as per normal and stop at all stops << /ASCII85EncodePages false /AllowTransparency false
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
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
marine outfall discharge on the local intertidal communities were not evident from the 2022 summer survey results. Two potential impact sites had greater species richness and diversity results than the control site, Waihi Reef, while the other site (350 m NW of the outfall) had recently experienced a natural rock fall event and was buried by large boulders and other debris. Seven years ago, the site 200 m SE of the outfall was also buried during a rock fall event. Species richness and diversity
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