shall cause not more than a 10% lowering of static water-level by interference with any adjacent bore; • The abstraction shall not cause the intrusion of saltwater into any fresh water aquifer. Any produced water would be from reserves far below that which is used for domestic or farm purposes. Shallow groundwater (which does not have any saltwater content) was protected by casing within the bore hole. Given these factors, the abstraction would not cause the above effects. In
given they can be obtained at a much lower capital cost. The low yields from Taranaki aquifers often mean that multiple bores are required to supply high demand uses, making the use of groundwater uneconomic. Surface water systems are generally able to sustain the majority of current water demand in Taranaki. Notwithstanding the above, there is potential for growth in groundwater demand in the future. Any significant growth would likely be driven by a shift in current land use, development
generator, others have plans to truck effluent to the plant. There would be many raw sewage overflows in a widespread power outage lasting more than 2 days. Solid waste management can be a critical issue in a disaster (debris, volcanic ash, etc). A plan is in place to use closed landfills if required. All the major drinking water supplies in the region are surface water supplies. They are highly vulnerable to volcanic ash and there is limited bore water
abstraction volumes for Mangahewa-D wellsite bore under consent 9903-1 19 Figure 8 Air monitoring sites at MMPS 20 Figure 9 Ambient CO levels in the vicinity of MMPS 21 Figure 10 PM10 concentrations (µg/m³) at MMPS 22 Figure 11 Monthly natural gas flaring and fuel use for MMPS under consent 4050-3 23 Figure 12 Monthly flaring volumes for McKee LPG Plant under consent 7436-1 23 List of photos Photo 1 MMPS 8 page 1 1 Introduction Compliance monitoring
Methanex resource consent monitoring report 2019-2020
abstractions within a radial distance of 1100 m from the proposed wellsite. Shallow groundwater (which does not have any saltwater content) was to be protected by casing within the bore hole. Given these factors, the abstraction would not cause the above effects. In granting the consent it was considered that the taking of groundwater was unlikely to have any adverse effect on the environment. The Council was satisfied that the proposed activity would meet all the standards for a controlled
waste drilling fluids, produced water and stormwater from hydrocarbon exploration and production operations by deepwell injection at the Pohokura-A wellsite 23/05/2003 2033 6254-1 To erect, place and maintain a culvert in an unnamed tributary of the Waipapa Stream for State Highway 3 road widening purposes 18/12/2003 2033 6577-1 To install, construct and maintain a water bore for horizontal directional drilling purposes 13/04/2005 2023 1.4 Monitoring programme 1.4.1
mixture of pasture and dune grasses. Test pitting and the logging of boreholes on site 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
discharge treated stormwater and treated site water from hydrocarbon exploration and production operations onto and into land at the KA-1/7 wellsite 16/09/2003 2017 6646-1 To take and use groundwater from a bore as a contingency backup supply for fire fighting, well killing, workover and domestic purposes at the KA-1/7 wellsite 18/07/2005 2023 page 8 Wellsite Consent Purpose Issue Date Expiry 6822-1 To discharge emissions into the air from well workovers and
ammonia, barium, BOD, chloride, conductivity, hydrocarbons, pH, suspended solids and total dissolved solids. Groundwater analysis results were obtained through the purpose built groundwater monitoring bore network. Derby and Surrey Road facilities each have three groundwater monitoring bores. These bore were installed to quantify the quality of the groundwater and specifically to understand if any adverse effects were permeating from either facility. Locations of each monitoring well are