Drawing detailing the activity
(state where in the AEE the information can be located) AEE Page Number Section
Please provide details and attach plans of the proposed activity.
Include dimensions eg depth of excavation, deposits and a real extent
Please also complete Section H
page
05/24 - Doc # 3115168 Page 14 of 20
SECTION F – Other structures
Please note this section is for all other structures that don’t fall into the
hydrometric equipment $680.90 per year
Tawhiti hydrometric equipment (lower) $1,730.30 per year
Tawhiti hydrometric equipment (upper) $1,070.30 per year
Waingongoro hydrometric equipment $830.50 per year
Waitaha hydrometric equipment $8,091.60 per year
Rain Gauge Calibration $336.60 per deployment
Chlorine Meter $20.80 per use
Drone $132.00 per day
Multi-parameter Field Meter $112.20 per day
Haehanga hydrometric equipment $2,383.20 per year
EXPLANATION
This scale of charges is used to
topsoil was stable, the perimeter of the application area had been worked to
incorporate the muds. The center of the spreading area appeared to have unblended
mud on the surface. Some ponding was evident from recent heavy rain in the south
west corner of the spreading area. No hydrocarbons were found around any of the
spreading area. Historic application areas appeared healthy and the pasture cover was
good. Mud clumps were identified within the soil profile in dig test pits.
The following
by the Resource Management Act
1991 (RMA). However, constraining attention
only to resource management issues which fall
within the CMA fails to recognise the
integrated nature of the wider coastal
environment. For this reason, it is proposed to
extend the coverage of the reviewed Coastal
Plan to include the wider coastal environment.
While values inland of the CMA can be
recognised through the Coastal Plan, rules will
only apply within the CMA area where the
Council has
by the Resource Management Act
1991 (RMA). However, constraining attention
only to resource management issues which fall
within the CMA fails to recognise the
integrated nature of the wider coastal
environment. For this reason, it is proposed to
extend the coverage of the reviewed Coastal
Plan to include the wider coastal environment.
While values inland of the CMA can be
recognised through the Coastal Plan, rules will
only apply within the CMA area where the
Council has
water, unless the activity is expressly allowed for by a resource consent or a rule in a
regional plan, or it falls within some particular categories set out in Section 14.
page
6
Trustpower holds water permit 0489-2 to cover the damming and diversion of the
Patea River from Lake Rotorangi through the intake and spillways. This permit was
issued by the Council on 25 June 2009 under Section 87(e) of the RMA, and following
appeal, commenced on 17 December 2010. Trustpower
E.coli/Enterococci samples falling in each band of the MfE contact recreation
guidelines over the 2018-2019 bathing season 21
Figure 15 Do questionnaire respondents check conditions prior to visiting a recreational site? 22
page
iii
Figure 16 Conditions checked by survey respondents prior to visiting a site 22
Figure 17 Websites used when checking site conditions prior to a visit 23
Figure 18 If questionnaire respondents would still visit a recreational site when a …
STDC Opunake WWTP Annual Report 2023 2024
after
intense rainfall on 19 and 20 June resulted in
widespread flooding and slips and severe
disruptions to roading and electricity networks
throughout Taranaki. A Civil Defence State Of
Emergency was declared at 9pm on Saturday
20 June, and remained in place for a week.
The heaviest rain was in inland South Taranaki
but throughout the region, about 60 local roads
were blocked by slips and washouts and in at
least one case, repairs are expected to take
take from the Pātea. At the WTP located on Cardiff
Road, water is filtered using membrane filters and then treated with chlorine and fluoride for domestic
supply before being pumped to a nearby reservoir. The water supply is reticulated to approximately 2,300
separate customers.
Filter backwash is discharged via a large pond. The outlet from the pond is an inverted pipe located at the
opposite end of the pond from the inlet. The discharge from the pond emerges from the pipe to fall over a