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Weather study unit

Activity 4...................................................................................................................................................................... 16 Maths ...................................................................................................................................................................... 16 Taranaki Regional Council monthly rainfall and river report ................................................................................ 17 for

7UpdatedIrrigationModel

page Month May June July August September October November December January February March April April Days in Month 31 30 31 31 30 31 30 31 31 28 31 30 30 Pad area m 2 Runoff m 3 Uruti Virtual Climate Station Evaporation mm Average 31.12 21.41 25.43 39.04 57.48 85.05 109.32 126.01 134.46 107.97 88.65 52.65 52.65 878.60 Rainfall Pad 1 7,765 1 7765 0.25 1.94 Kaka Road Climate Station Rainfall mm Average 205.40 194.90 199.20 196.50

Remediation hearing - applicant's evidence - expert evidence (iwi concerns)

devices outlet structures. page - 5 - Hayden Easton Final 4.3 I reviewed rainfall records provided by the TRC for the automated rainfall monitoring station Uruti @ Kaka Road1. Figure 1 below presents the hourly rainfall totals two weeks prior to and on the day of my site visit. Figure 1: Cumulative rainfall recorded at the Taranaki Regional Council operated rainfall station (Uruti @ Kaka Road) two weeks prior to my site visit conducted on 4 February 2021.

1FurtherInformation RemediationNZLtd

.................................................................................................................................................. 8 2.3 CLIMATE .................................................................................................................................................... 8 Table 2: Kaka Road Rainfall Events 2011-17 ............................................................................................. 10 Table 3: High Intensity rainfall data (NIWA) for site ................................................................................ 10 2.4 HYDROLOGY / HYDROGEOLOGY

Optimisation of Farm Irrigation Part 1

3.1 Water balance method.............................................................................................9 3.2 Site Selection.........................................................................................................10 3.2.1 Rainfall and potential evapotranspiration .................................................10 3.2.2 Soil Types.................................................................................................. 11 3.3 Irrigation

Application Form CURRENT Part B discharges including CMA3141069

d) Construction timetable for the erosion and sediment control works and the bulk earthworks proposed; e) Maintenance, monitoring and reporting procedures; f) Rainfall response and contingency measures including procedures to minimise adverse effects in the event of extreme rainfall events and/or the failure of any key erosion and sediment control structures; g) Procedures and timing for review and/or amendment to the erosion and sediment control measures listed in the ESCP; and,

Inhalable particulates (PM10) regional monitoring 2010

daily average results fell into the Ministry's 'excellent' or 'good' categories and 41% of the results met the 'acceptable' category. Six daily results from the total 138 of days monitored fell into the ‘alert’ category. It is noted that all of those six results happened during moderate to heavy rainfall events, and in the majority of cases, during fresh onshore winds. These findings confirm those of the previous inhalable particulate surveys that found sea salt spray to be a major PM10 source.

Coastal water quality summer 2019-2020

trend analysis of median enterococci data at Ohawe Beach 44 Figure 36 Average rainfall data for Taranaki, 1 November 2019 to 31 March 2020 45 Figure 37 Box and whisker plots of all SEM enterococci data at all sites during the 2019-2020 season presented on a logarithmic scale (see Table 4 for site codes) 47 List of photos Photo 1 Onaero Beach 11 Photo 2 Waitara East Beach 14 Photo 3 Waitara West Beach 17 Photo 4 Bell Block Beach 20 Photo 5 Fitzroy Beach 22 Photo …

Aggradation in rivers & streams of the Taranaki ring plain

boundary – bank erosion page i Table of contents Page 1. Purpose 1 2. Introduction 1 3. Background 1 3.1 Ring plain 1 3.2 Elevation 2 3.3 Stability 3 3.4 Rainfall 3 3.5 Run off 4 3.6 Channels 4 4. Legal status and background 6 4.1 Ownership 6 4.2 Control 6 4.3 Land ownership 6 4.4 Catchment authorities 7 4.5 Regional Water Boards 7 4.6 Control of gravel extraction 7 5. Geology 8 6. Watercourses 9 7. Event/effect relationship 10

Annual report 2014-2015

(the Council) to assess the environmental performance during the period under review, and the results and effects of the consent holder’s activities. The Council’s monitoring programme included three regular inspections, one additional inspection, and two biological receiving water surveys. Three short duration overflows (four to nine days) following prolonged and intensive rainfall events, occurred between mid April and late June 2015. Regular inspections indicated no problems