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Annual report 2015-2016

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. Vector Ltd holds water permit 1125-4 to take water from Kapuni Stream for the operation of a gas processing facility and related ancillary purposes and downstream uses. This permit was issued by the Council on 19 June 2012 under Section 87(d) of the RMA. It is due to expire on 1 June

Summer 2009-2010

140 cfu/100ml on 12 January 2010, this was likely caused by elevated river flows following rain in the preceding few days. 4.1.5.1 Compliance with guidelines Compliance with the 2003 guidelines for marine contact usage is summarised in Table 12. Table 12 Bacterial guidelines performance at Onaero Beach Number of exceedances of enterococci guidelines [ % of 20 samples] Parameter ALERT Single sample 141-280/100ml ACTION Two consecutive samples >280/100 ml

Annual report 2012-2013

October 2012 and 20 March and 12 June 2013. Notes from these visits are listed below. Records of production and incinerator operation were inspected and found to be satisfactory. 16 August 2012 There were light rain showers, and a blustery W wind. Yellow pollen was present on the surface and at the edges of the storm ponds. Herekawe Stream was in low fresh, slightly turbid, with no foam beyond the mixing zone. The (combined DAS/municipal) stormwater discharge had noticeable “road” odour.

Site 67

for their exhibit ‘Is the future of the world in the poo?’ Heartiest congratulations to those three students and to everyone who submitted entries. S ITE OCTOBER 20 ISSUE NO. 713 6 The Year 7/8 students from Patea Area School recently spent a couple of fun-filled days at Konini Lodge on Mt Taranaki under the leadership of teacher Mark Parsons. The Council Education Officer is talking (not singing) to some of the students about Dawson Falls and their history. Science and

Methanex Motunui and Waitara Valley Combined Monitoring Annual Report 2020 2021

into the process sewers which flow to the storm pond. The stormwater falling on the non-process areas of the western half of the site (Figure 1) is directed by “v” ditches running alongside the roads to a dam/pond and then out to the Tasman Sea via the Manu Stream. Stormwater falling on the eastern side of the site is directed to unnamed tributaries of the Waihi Stream via outfalls and a small sedimentation pond. Sludge from the storm pond, off-spec pond and blow down pond stored in lagoons

Proposed Coastal Plan Environment Court Consent Order 17 May 2021

5 (6) all parties are satisfied that all matters proposed for the Court's endorsement are within the scope of relief sought in the appellants' notices of appeal, fall within the Court's jurisdiction, and conform to the relevant requirements and objectives of the Act including, in particular, Part 2. [12] Therefore the Court orders, by consent, that the Proposed Taranaki Coastal Plan is amended in accordance with Appendix A. The appeal points in relation to these

Form 520: Certificate of compliance

page 06/22- #650412 Page 5 of 8 4.4 State the relevant regional plan[s] and rule[s] numbers this application falls under. Regional Fresh Water Plan  Rule Number[s] ___________________________________ Regional Air Quality Plan  Rule Number[s] ___________________________________ Regional Coastal Plan  Rule Number[s] ___________________________________ Regional Soil Plan  Rule Number[s] ___________________________________ No Specific Rule  [eg,

Application 10826 Attachment 1 - Ōpunake Power Ltd

from the gates and weir itself. - The canal sluice gate would be closed (or partly open to allow 100l/s residual flow) and the canal stop gate at the sand trap open as the flow to the lake opens it. - A residual flow of 80l/s per second would be maintained down the fish pass and a residual flow of greater than 180l/s in the main river system below the canal sluice outlet. - The lake would rise and fall typically between a level of 505mm and 950mm on the lake staff gauge. - The

AEE Appendix 4 - Ōpunake Power Ltd

100l/s residual flow) and the canal stop gate at the sand trap open as the flow to the lake opens it. - A residual flow of 80l/s per second would be maintained down the fish pass and a residual flow of greater than 180l/s in the main river system below the canal sluice outlet. - The lake would rise and fall typically between a level of 505mm and 950mm on the lake staff gauge. - The generator would typically run during the morning (06:00 to 12:00) and evening (16:00 and 22:00), i.e.