pollution • Remove all soil and gravel that is visibly contaminated with oil to a commercial waste contractor for treatment and/or disposal. Oily work • If possible carry out all work under cover • Always use drip trays when transferring or draining oil and other liquids, and wipe up all small drips and spills • Clean up all spilt material immediately and dispose of waste into a bin, ensuring that it won’t leak out. Oily storage • Store all waste and other liquids in
movement. Design a fencing layout that will help grazing management, not hinder it. Can the new fence subdivide an existing paddock into two, creating a better rotation? Can the streambank fence be one side of a new race, that enables stock movement directly between paddocks instead of through half a dozen? Can its retired margin be sufficiently wide to trap soil and dung from the race, before it gets into the stream? When retiring the bank from grazing permanently, a gate won’t be
Application Purpose: Change To discharge contaminants onto and into land associated with scrap metal storage and processing at 7 Catalina Place Change of consent conditions to remove conditions 4 and 5 and update condition 7 to reference soil standards within the industrial zone Rohe: Te Atiawa Engagement or consultation: Te Kotahitanga o Te Atiawa Trust Provided with application Consents and Regulatory Committee - Resource Consents
internal monitoring, and supervision could be reviewed by the Council. The neighbourhood was surveyed for environmental effects. Particulate deposition monitoring Atmospheric particulate matter can arise from a number of sources, both natural and from human activity, for example vegetation pollens, smoke and ash, sea spray, dust from soils and paved surfaces, and manufacturing processes. While extremely fine particles may remain floating in the atmosphere for weeks or months, coarser dusts
(SDC) maintains a closed landfill located on Victoria Road at Stratford, in the Patea catchment. The landfill was closed to the public on 11 March 2002, and to commercial disposers on 23 March 2002. The site has more recently been used to dewater and dispose of oxidation pond sludge from the adjacent municipal wastewater treatment plant. This activity ceased in early 2006, and the landfill was recapped and reinstated. The only external material now accepted at the landfill is soil from a local
vermicast and is ready for release after one year. The vermiculture process is described in RNZ Organic Production Protocols - RW-P-751- 001-B e 3.2 Compost Compost is the end product of the composting process. Compost is produced using the NZ Standards NZS 4454:2005 - Compost, Soil Conditioners and Mulch. Before compost can be released for use on site it must pass/meet the following specifications as shown in table 1 below. e URUTI - REMEDIATION NZ LTD Page 4 Document
strips of land adjacent to waterways. They extend from the edge of the floodplain to the waterway itself. The width of a riparian margin depends on the channel’s shape, and how it relates to groundwater movement through underlying rock or alluvium. An important component of the riparian margin is its vegetation. The composition of this vegetation greatly influences the functions of the riparian margin. ISSUES Streambank erosion releases sediment and nutrients to waterways. Soil
Condition 9 and 10 outline provisions for lapsing and review of the consent. The permit is attached to this report in Appendix I. 1.3.4 Water right The NPDC holds water right 0226-1 to allow the diversion, by culverting, of the Puremu Steam to provide road access to the landfill. The Taranaki Catchment Commission issued this on 2 April 1975, and renewed it on 14 May 1986 under Section 21 (3) of the Water and Soil Conservation Act, 1967. It is due to expire on 1 October 2026 as per Section
activity; soil and vegetation adsorption; different times of travel to receptors; and extent of relative dilution and dispersion. Surface water systems are much more likely to show time-dependant variation in concentrations, due to the presence of peaks immediately following usage and run-off, or alternatively the flushing away and removal of any residues, compared to the persistent reservoirs of agrichemicals within long-retention groundwater systems. Council officers considered that in
this survey, it was noted that a significant portion of the steep bank near the point of discharge had collapsed into the stream. It was possible that the discharge, which ponds between the outlet of the final skimmer pit and the stream, had saturated the soil and destabilised the bank. The Company was instructed to investigate and remedy this issue. The MCI scores for each site were all higher or similar to their respective predictive scores for equivalent sites in the upper mid-reaches of