underlying coastal dune sands. Pit construction revealed mostly tightly packed sand at the pit bases (approximately 4-5 m below surface). Average annual rainfall for the site is 1,023 mm (taken from the nearby ‘Duffy’ monitoring station). As with the other South Taranaki coastal sites, this site is subject to strong winds. Figure 1 Aerial image of the Symes Manawapou Landfarm with regional location page 8 Site data Location Word
It was found that the drain pipe for the contaminated spring water discharge had been extended and it was noted that the downstream drain had recently been cleaned out. The inspection at the sawmill site found that silt control sumps and stormwater collection drains had recently been cleaned out. It was noted that heavy rainfall in the past had caused excess stormwater runoff from the site to discharge to the neighbouring railways site. The inspecting officer was informed that a ponding
loamy sand. Vegetation growth is primarily a mixture of pasture and dune grasses. Prior to the Wellington property consents (7670-1, 7884-1) being exercised there were areas of pine which have been subsequently removed and processed. Average annual rainfall for the site is 1383 mm (taken from nearby Motunui monitoring station). There are no significant surface water bodies located in the immediate vicinity of the areas that are landfarmed, other than small farm drains. Previous land use
construction revealed mostly coarse sand at the pit bases (approximately 3-4 m below surface). Average annual rainfall for the site is 1043 mm (taken from the nearby Patea monitoring stations). As with the other South Taranaki coastal sites, the Vanner site is subject to strong winds predominantly from the N-NW at average speeds of 10-20 knots (taken from Hawera automated weather station). The Mangaroa Stream runs through the northern extent of the site separating the stockpiling facilities
was neat and tidy with all ring drains and bunds clear. The fire water pond was clear and there was no stormwater discharge to the Kapuni Stream, and no effects were noted of any previous discharge. A pilot flare only was in operation at the time of the inspection. 4 June 2013 An off-site inspection at the stormwater discharge point to the Kapuni Stream was undertaken during significant rainfall to assess any possible effects to the river. The discharge was observed to be minimal,
STOS KA-19/20 wellsite consent monitoring report - Taranaki Regional Council.
McKechnie Aluminium Solutions consent monitoring report - Taranaki Regional Council.
JD Hickman transport depot consent monitoring report - Taranaki Regional Council.
Temperature °C 11.9 17.9 8.5 Turbidity FNU 1.8 29 116 - * No discharge, sample was collected from within wetland and is indicative only page 11 2.1.3 Results of consent holder monitoring 2.1.2.1 Stormwater monitoring by OMV OMV monitors the combined stormwater discharge from the site, with sampling triggered by rainfall events. Table 4 shows the results obtained during the 2020-2021 monitoring year. In all samples pH, hydrocarbons, suspended solids and chloride
Methanex consent monitoring report 2017-2018