Annual report 2014-2015
NPDC Colson Rd landfill consent monitoring report - Taranaki Regional Council.
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Annual report 2012-2013
Fonterra Kapuni consent monitoring report - Taranaki Regional Council.
Annual report 2016-2017
Todd Energy Aquatic Centre consent monitoring report.
Annual report 2015-2016
location The consented site consists of two land parcels totaling 13.8 ha of available spreading area. The site is located on privately owned marginal coastal land situated on reworked dune fields. The predominant soil type has been identified as black loamy sand, and vegetation growth is primarily a mixture of pasture and dune grasses. Average annual rainfall for the site is 1,122 mm (taken from the nearby Glenn Road monitoring station). Two significant surface water bodies run adjacent to the
Annual report 2014-2015
indicated a relatively shallow water table. Test bores were augured to 10 m in the pit area, revealing extensive compacted, low permeable clays 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. Site data Location
Annual report 2014-2015
water at the Central landfill site, 2004-2015 Figure 5 Conductivity levels found in surface water at the Central landfill site, 2004-2014 page 17 The level of suspended solids also fluctuate over time with a range of <2 to 99 g/m3 recorded over all the sites. The unnamed tributaries on this site are generally small, clear running, low energy brooks with silty beds, however with increased rainfall the suspended solids level can rise quite quickly as silt
Annual report 2012-2013
Inglewood Metal Ltd Quarry consent monitoring report - Taranaki Regional Council
Boyd consent monitoring report 2018-2019
was spread across the site area and landfarmed. The unnamed tributary of the Mangamawhete Stream flows adjacent to the Derby Road North stockpiling facility. The proximity of the site to this surface water body had been taken into account in the setting of buffer distances and location of the stockpiling facilities. The predominant soil type has been identified as gravelly sand and the vegetation cover is pasture, recently converted from native bush. Average annual rainfall for the
Operations and Regulatory Agenda Nov 2023 web
Operations and Regulatory Agenda Nov 2023 web
Pohokura PS consent monitoring 2018-2019
Results of consent holder monitoring 2.1.3.1 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 2018-2019 monitoring year. In all samples pH, hydrocarbons and chloride levels were all within/below the limits set by consents 5997-1 and 6269-1, and were indicative of a consistently clean discharge. The level of suspended solids was slightly above the allowable limit