Usually expressed as colony forming
units per 100 millilitre of sample
F fluoride
FC faecal coliforms, an indicator of the possible presence of faecal material
and pathological micro-organisms. Usually expressed as colony forming
units per 100 millilitre sample
fresh elevated flow in a stream, such as after heavy rainfall
g/m3 grams per cubic metre, and equivalent to milligrams per litre (mg/L). In
water, this is also equivalent to parts per million (ppm), but the same
does not
observed discharging from the sand dune area or the stockpiled
green waste during the period under review. The sandy substrate combined with low
rainfall at the beach would be restricting the production of leachate from the green
waste.
3.3 Evaluation of performance
A tabular summary of STDC’s compliance record at this site for the year under review
is set out in Table 1.
Table 1 Summary of performance for consent 6088-3
Purpose: To discharge green waste onto land for stabilisation
Draft Regional Freshwater and Land Management Plan for Taranaki - full document
both camps during the period
under review. NPDC remain under abatement notice at both camps to comply with their consent conditions.
Exceedances of discharge limits occur intermittently as a result of high rainfall and groundwater infiltration
into the wastewater networks. Exceedances during peak holiday periods are also influenced by higher camp
occupancy and the increased wastewater volumes generated. Both consents are currently in the process of
being renewed. Solutions to the current
Agenda Operations Regulatory Committee 22 Nov 2022
maintenance shall occur within 12 months of the completion of the survey.
5. That the consent holder shall install and operate measuring devices capable of
measuring the water level, at a minimum of 15 minute intervals, in the race at the
locations specified in condition 2, and shall make records of such measurements
available to the Chief Executive at three monthly intervals. The records supplied are
also to include the rainfall data at hourly intervals from the station established at the
water
continuously through power station
7 Residual flow in race Retain a flow of at least 150 L/s, or a fish
salvage is to be undertaken
3371-Diversion of
water into race and
Lake Ratapiko
2 Maximum race water levels
Race water level:
Salisbury Rd: 205.20 m a.s.l
Mangaotea: 199.30 m a.s.l
Mangaotea Aqueduct: 199.25 m a.s.l
Lower Mangaotea: 199.15 m a.s.l
5 Recording of water levels and
rainfall
Water levels at the above sites to be
recorded, with the
Inglewood was purpose built for the Company operations.
Now all mixing and blending of material is undertaken in a dry, sealed, storage depot. There are two
discharges from the facility. One, a wastewater discharge, which is to land via land soakage, the other, a
stormwater discharge, is also to land. In extreme rainfall the Company may discharge to the unnamed
tributary of the Waiongana, a surface water monitoring site has been established to monitor such a
discharge.
There were zero
area, and other areas where runoff from areas containing contaminants could
occur;
• Regular inspections of the interceptor pits occurred; and
• Maintenance and repairs were carried out if required.
Interceptor pits do not discharge directly to surface water, instead they discharge
onto and into land where the discharge usually soaks into the soil before reaching
any surface water. However, if high rainfall had resulted in the discharge reaching
the surface water, significant
Greymouth Petroleum Ngatoro G consent monitoring programme - Taranaki Regional Council.