from the gates and weir itself.
- The canal sluice gate would be closed (or partly open to allow 100l/s residual flow) and the
canal stop gate at the sand trap open as the flow to the lake opens it.
- A residual flow of 80l/s per second would be maintained down the fish pass and a residual
flow of greater than 180l/s in the main river system below the canal sluice outlet.
- The lake would rise and fall typically between a level of 505mm and 950mm on the lake staff
gauge.
- The
100l/s residual flow) and the
canal stop gate at the sand trap open as the flow to the lake opens it.
- A residual flow of 80l/s per second would be maintained down the fish pass and a residual
flow of greater than 180l/s in the main river system below the canal sluice outlet.
- The lake would rise and fall typically between a level of 505mm and 950mm on the lake staff
gauge.
- The generator would typically run during the morning (06:00 to 12:00) and evening (16:00 and
22:00), i.e.
Stratford DC wastwater treatment consent monitoring report - Taranaki Regional Council.
fall over a
small waterfall. At the base of the waterfall the discharged water runs down a natural cobbled channel
beneath native riparian vegetation for approximately 10 metres before entering the Patea River,
downstream of the intake weir.
1.2.2 Midhirst water supply
The Midhirst community WTP, which supplies to 92 properties, originally supplied the former Midhirst dairy
factory. Water is pumped from the Te Popo Stream (through a small filter attached to a flexible hose within
the
Council staff
familiar with the plan to examine the clarity of the policies and the frequency that the various
policies had been considered in consent officer’s reports (as an indication of how frequently those
policies were used in decision making).
Efficiency is a measure of the benefit of a policy relative to its cost. The efficiency of the RCP was
examined by looking at costs that fall on the regional council (plan administration costs and
ongoing policy development or state of environment
questioned given the falling
attendances at sporting events (especially the smaller non-international style events). It
was noted that many attendances for Mitre 10 Cup rugby games were in the 4,000 to
6,000 range. The stands only offer 8,000 seats. The remainder of the capacity is taken up
by the terrace seating and general admittance. Even at the smaller events, there is still a
significant demand for undercover seating that is out of the weather and side-on to the
ground. The major sports noted
Capacity
40. The need for a 20,000 to 25,000 capacity stadium was questioned given the falling
attendances at sporting events (especially the smaller non-international style events). It
was noted that many attendances for Mitre 10 Cup rugby games were in the 4,000 to
6,000 range. The stands only offer 8,000 seats. The remainder of the capacity is taken up
by the terrace seating and general admittance. Even at the smaller events, there is still a
significant demand for undercover seating that
into the process sewers which flow to the
storm pond. The stormwater falling on the non-process areas of the western half of the site (Figure 1) is
directed by “v” ditches running alongside the roads to a dam/pond and then out to the Tasman Sea via the
Manu Stream. Stormwater falling on the eastern side of the site is directed to unnamed tributaries of the
Waihi Stream via outfalls and a small sedimentation pond.
Sludge from the storm pond, off-spec pond and blow down pond stored in lagoons
Taranaki Regional Council meeting agenda May 2020
compliance monitoring. The inspection was undertaken with
sampling of surface waters and soil. At the time of inspection approximately 11 mm of rain had fallen at the
site overnight. This had resulted in the surface being damp and the Haehanga Stream and associated
unnamed tributaries being turbid and slightly elevated. Weather conditions were still, warm with total cloud
cover. Rain was falling intermittently throughout the sampling run. The inspection found that the paunch
pond had approximately