page page page September 2020 Rainfall millimetres VALUE 0-50 51-100 101-150 151-200 201-250 251-300 301-350 351-400 401-450 451-500 501-550 551-600 601-650 651-700 page September 2020 Year to Date RF millimetres 0-300 301-600 601-900 901-1200 1201-1500 1501-1800 1801-2100 2101-2400 2401-2700 2701-3000 3001-3300 3301-3600 3601-3900 3901-4200 September 2020 rainfall …
page page page July 2020 Rainfall millimetres 0 - 50 51 - 100 101 - 150 151 - 200 201 - 250 251 - 300 301 - 350 351 - 400 401 - 450 451 - 500 501 - 550 551 - 600 page July 2020 Year to Date Rainfall millimetres 0 - 250 251 - 500 501 - 750 751 - 1000 1001 - 1250 1251 - 1500 1501 - 1750 1751 - 2000 2001 - 2250 2251 - 2500 2501 - 2750 2751 - 3000 July 2020 rainfall - monitored sites
Waiwhakaiho and Bell Block and as such signage remains in place at these locations to advise against collecting shellfish. There were eight unauthorised incidents that occurred at the NPWWTP during the year; three due to blockages, two due to heavy rainfall, and three due to operator errors. Four events were recorded for sewer pump stations (all due to high rainfall), and a further 15 reticulation overflows (the majority of which were due to high rainfall or blockages due to fat and/or wet
page page page June 2020 Rainfall millimetres 0 - 75 76 - 150 151- 225 226- 300 301 - 375 376 - 450 451 - 525 526 - 600 601 - 675 676 - 750 751 - 825 826 - 900 page June 2020 Year to Date Rainfall millimetres 0 - 150 151 - 300 301 - 450 451 - 600 601 - 750 751 - 900 901 - 1050 1051 - 1200 1201 - 1350 1351 - 1500 1501 - 1650 1651 - 1800 1801 - 1950 1951 - 2100 2101 - 2250 2251 - …
by NPDC assessed for compliance upon receipt. The monitoring showed that the activities were generally being carried out in compliance with the conditions of the resource consent. The results of surface and groundwater quality monitoring undertaken show no adverse effects of the activity on local fresh water resources. Site visits undertaken found the site to be tidy and well managed. During this monitor year, following higher than average rainfall the minimum separation distance
Table 11 Summary of performance for consent 10810-1 23 Table 12 Evaluation of environmental performance over time 24 List of figures Figure 1 Configuration of the HWWTP (adapted from NIWA, 2012) 3 Figure 2 Daily hours where DO is greater than 0 g/m3 in Pond 1 and 2 8 Figure 3 Daily discharge volumes (m3/day) from the HWWTP and daily rainfall data (mm) from a Council rainfall station located approximately 5 km east of the site (2022-2023) 12 Figure 4 Location of intertidal
Quarries independent groundwater monitoring (blue) and flow gauging sites (orange) 10 Figure 4 Discharge rates from Civil Quarries stormwater system plotted against rainfall in 10 minute interval totals. The red line is the consented discharge rate limit 14 Figure 5 Abstraction rates from Pond A which is where groundwater from the excavation pit is pumped into (1 July 2022 to 30 June 2023) 15 page iii Figure 6 Biomonitoring sites in the Kurapete Stream in relation to
forming a tributary of the much larger Mimitangiatua awa catchment. It runs from south-east to north-west. Almost the entire valley formed by the Stream is owned by the Company, and consists of steep eroded hillsides, multiple side gullies, and small river flats distributed along its length. The area receives more rainfall than the northern Taranaki coastline to the south-west. Soils are generally poor and highly erodible. Patches of bush and planted trees cover most of the hillsides, with the
Manawa Energy Patea HEP Annual Report 2022-2023
mass irrigated, 2009- 2023 48 Figure 37 Paddock annual nitrogen application rates for Farm 1 50 Figure 38 Paddock annual nitrogen application rates for Farm 2 51 Figure 39 Paddock annual nitrogen application rates for Farm 3 51 Figure 40 Monthly mass of nitrogen irrigated 53 Figure 41 Monthly rainfall totals and median soil moistures 53 Figure 42 Estimated monthly mass of phosphorus irrigated 53 Figure 43 Total nitrogen concentration of soil samples taken from the