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Ōpunake Flood Control Scheme Asset Management Plan
changes that impact upon the role of the Council in terms of soil conservation and river control; and financial projections are in 2020/2021 dollars. 1.6 Assets to be managed The Opunake Flood Protection Scheme currently includes three lengths of channel constructed to divert flood waters from the Hihiwera Stream to the Otahi Stream and to the Waiaua River and from the Allison Street Channel to the Hihiwera Stream. The Scheme Assets include: The 390m long diversion
Hearing evidence submitted - Cameron Twigley
Following the commitment of additional funding for the project in July this year, we are aiming to start construction of the Princess Street Roundabout this summer. Background In 2018, we engaged with the community, transport representatives, emergency services and councils to investigate safety improvements for SH3 between Waitara and Bell Block Designs for safety improvements were developed, but we were unable to secure finding to prograss the project further at that time. In February
Citylink COVID 19 Bus Services March 2020 v2
page Route 5 - Frankleigh Park/Ferndale Depart Ariki St Frankley/Glenpark Doralto/Gove� Frankley Road Maratahu/Frankley Arrive Ariki Street 7.05 am 7.10 7.13 7.17 7.30 7.30 7.35 7.40 7.43 7.47 8.00 8.50 8.55 9.00 9.03 9.07 9.20 10.40* 2.10 pm 2.15 2.20 2.23 2.27 2.40 2.45 2.50 2.55 2.58 3.02 3.15 4.20 4.25 4.30 4.33 4.37 4.50 5.10* *On Routes 1-8 the 10.40 and 5.10 services run un�l last passenger disembarks. Special Bus Services Current from April 2020 until further notice
Regional Cleanfill Annual Report 2022-2023
Results 49 Inspections 49 Results of receiving environment monitoring 49 Investigations, interventions, and incidents 50 Discussion 50 Discussion of site performance 50 Environmental effects of exercise of consents 50 Evaluation of performance 51 Exercise of optional review of consent 52 Recommendations from the 2021-2022 Annual Report 53 Alterations to the monitoring programme for 2023-2024 53 Recommendations 53 11 Taranaki Trucking Company
Manawa Energy Mangorei HEP Scheme Annual Report 2021-2022
after, the requirement for the 700 L/s summer (January- March) residual flow 18 Table 7 Hourly mean water temperature (˚C) data for January 2022 at Hydro Road. Red represents higher water temperature and blue represent lower temperature with white being mid-range temperature relative to data set. 21 Table 8 Difference in mean hourly water temperature (˚C) data for January 2022 between Rimu Street and Hydro Road. Positive values represent hotter temperatures at Rimu Street. Red
Annual report 2014-2015
Environmental effects of exercise of water permit 50 4.6.2 Evaluation of performance 51 4.7 Recommendations from the 2013-2014 Annual Report 52 4.8 Alterations to the monitoring programme for 2015-2016 52 4.9 Exercise of optional review of consent 53 4.10 Recommendations 53 4.11 Patea oxidation pond system 54 5. Background 54 5.1 Upgrade of the system 54 5.1.1 Stakeholders’ meeting 56 5.1.2 page iii Inspections 56 5.2 Pond system 56 5.2.1 5.2.1.1
Christmas parade timetable 2022
page Route 1 – Moturoa Depart Ariki Street - 12.00 pm P A R A D E 1 -2 p m 2.30 pm 3.05 pm Moturoa Shops 11.34 am 12.04 pm 2.34 pm 3.09 pm Moturoa School 11.37 am 12.07 pm 2.37 pm 3.12 pm Ngamotu Dairy 11.42 am 12.12 pm 2.42 pm 3.17 pm Moturoa Shops 11.48 am 12.18 pm 2.48 pm 3.23 pm Arrive Ariki Street 12.00 pm 12.30 pm 3.00 pm - Route 2 - Whalers Gate Depart Ariki Street - 12.00 pm P A R A D E
Operations and Regulatory Committee Agenda November 2022
2022 R2/11042-1.0 Commencement Date: 13 Sep 2022 Kelly Stewart & Darrin Cranson Expiry Date: 01 Jun 2032 Review Dates: Jun 2023, Jun 2025, Jun 2027, Jun 2029, Jun 2031 Activity Class: Discretionary Location: 53 Ngakoti Street, Urenui Application Purpose: New To discharge treated domestic effluent from a septic tank onto and into land within 25 metres of an unnamed tributary of the Punawhakakau Stream Rohe: Ngāti Mutunga Engagement or
Annual report 2014-2015
follows: • A total of four discrete zones were fractured over the period 21 November 2014 to 23 November 2014, at depths between 3,637 to 4,135 m TVDBRT. • A total of 4,170 bbls (663m³) of liquid was discharged across the four fractured zones. The total proppant weight was 53 tonnes. • By volume, the fluid injected was comprised of 97.06% water, 0.88% proppant and 2.06% chemicals. • Pressure testing of the tubing and well head equipment was carried out prior to fracturing