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Reconnaissance report on landsliding (GNS Science)

Council (Red lines show council boundaries). page GNS Science Consultancy Report 2015/172 3 Table 1 Average recurrence intervals (ARI) and 48-hr rainfalls for selected rainfall monitoring sites in the Taranaki Regional Council area. Rainfall monitoring sites 48 hr rainfall (mm) ARI (yrs) North Egmont at Visitor's Centre 456 7 Dawson Falls 531.5 15 Kahui Hut 366 8 Mangorei at Reservoir 175.5 7 Hillsborough 187.5

Appendices 1 and 2: RMA and Building Act charging policies

$450.00 per day Calibration test equipment hire $100.00 per hour Disposabale bailer $20.00 per sample Peristaltic pump $100.00 per day Rain gauge calibration $300.00 per deployment Automatic water quality samplers $50.00 per day Repair parts (battery/fuse/cable) $50.00 per deployment Betrand Rd telemetry $2,000.00 per year GPRS telemetry $30.00 per month Lake Rotorangi telemetry $1,752.00 per year Mangati Stream telemetry $2,900.00 per year Mangawhero

Recount 98 - September 2015

MANAIA HAWERA EGMONT NATIONAL PARK Total winter rainfall (mm) KEY % of average winter rainfall xxx yy% INGLEWOOD Pohokura Saddle Dawson Falls Cape Egmont Stratford Whareroa Patea North Egmont Inglewood Motunui Mangorei Kaka Rd Kotare Rimunui Glenn Rd Huinga 157% 149% 147% 107% 137%149% 167% 167% 153% 134% 143% 523 N/A 899 977 798 2245 2723 452 487 404 582 567 728 128%

STDC Hawera Municipal Oxidation Ponds Annual Report 2021-2022

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

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

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

Greymouth Turangi-C monitoring report 2016-2018

June 2027 9422-1 To discharge stormwater and sediment, deriving from soil disturbance undertaken for the purpose of constructing the Turangi-C wellsite. 5 February 2013 N/A 1 June 2017 1.3.1 Water abstraction permit Section 14 of the RMA 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. The

Report 2012-2013

regional plan, or it falls within some particular categories set out in Section 14. The Council determined that the application to take groundwater fell within Rule 49 of the Regional Freshwater Plan for Taranaki (RFWP) as the rate and daily volume of the groundwater abstraction might exceed that of the permitted activity (Rule 48). Rule 49 provides for groundwater abstraction as a controlled activity, subject to two conditions: • The abstraction shall cause not more than a 10% lowering