32 <0.02 0.13 <0.02 400 mS/m 0
Conductivity
(expiry)
53 44 < 0.02 1.3 <0.02 290 mS/m 0
Soluble salts 53 43 <0.05 0.46 <0.05 0.25 % 2
SAR 47 1.1 3.1 0.3 18 0
Sodium 31 482 790 310 460 g/m3 14
Chloride 50 145 1360 4 700g/m3 3
Note 1) Taranaki Regional Council, undated, ref: PCDOCS\FRODO\98943\1.
Table 3b. Chemical characteristics of the soil (0-250mm) at the Geary site during disposal.
Soil Property
No.
samples
Average Max Min
Limit1&
units
No. over
Regional Transport Committee Agenda December 2024
previous surveys performed in the Waiwhakaiho River at
Constance Street, New Plymouth together with spring 2014 and summer
2015 results 46
Table 19 Characteristic taxa (abundant, very abundant, extremely abundant)
recorded in the Waiwhakaiho River at Constance Street between 1995 and
page
February 2014 [39 surveys], and by the spring 2014 and summer 2015
surveys 47
Table 20 Results of previous surveys performed in the Waiwhakaiho River the site
adjacent to Lake
page
13b Tainui Street
Welbourn
New Plymouth 4312
Mr Steve Ruru
Chief Executive
Taranaki Regional Council
Private Bag 713
Stratford 4352
By Email: haveyoursay@trc.govt.nz
Māori Constituency Submission
Tēnā koe Mr Ruru,
I am writing in support of the Taranaki Regional Council’s proposal to establish a Māori
Consistency. Doing so is commensurate the the Council’s obligations under the Local
potential in the event of the dam breaking. How many people are at risk? An assessment done by Tonkin and Taylor assesses that between 11 and 100 people would be at risk in the event the dam failed, depending on the day and time. Dam failure would put 139 properties downstream of the dam in danger of being flooded to some degree, 53 of them with buildings that would likely be affected. The degree of this risk varies significantly from property to property, this detail is shown in the map. What can the
Waiwhakaiho River at Constance Street between 1995 and
page
iv
February 2013 [37 surveys], and by the spring 2013 and summer 2014
surveys 47
Table 20 Results of previous surveys performed in the Waiwhakaiho River the site
adjacent to Lake Rotomanu, together with spring 2013 and summer 2014
results 49
Table 21 Characteristic taxa (abundant, very abundant, extremely abundant)
recorded in the Waiwhakaiho River at the site adjacent to Lake Rotomanu
between 1995 and
next season.
Waitara to Bell Block
• It was noted that future reports will include updates on the major Waitara to Bell
Block project.
• The contract to construct the Princess Street roundabout has now been awarded.
• Storm water mains have been installed with the roundabout and underpass
construction as the next step.
• It was noted that there was a ministerial event two weeks ago to commence the
project.
• Motorists will face interruptions with detours being put in
fractured zones. The total
proppant weight was 300 tonnes (661,400 lbs).
• The Kauri-E2 well was opened for flow-back following completion of hydraulic fracturing. The well
flowed 53 bbls (8.4 m³) of fluid and then ceased to flow naturally and the well subsequently became a
vacuum.
• The well was opened to flow on 13 November 2018 following a workover.
• The water returned to the wellhead was made up of workover brine, fracture fluid and reservoir fluid.
• No measurable amount of proppant
motor vehicle emissions. Significant positive
associations have been found between proximity to heavily travelled roads and
increased childhood respiratory disease symptoms including hospitalisations for
childhood asthma1.
A recent study in Auckland has shown that on main streets the PM10-concentration
is up to 40% higher than the urban background. Half of this additional pollution is
due to motor vehicle exhaust emission and tyre abrasion and the other half is due to
re-suspended dust
Interviews and community engagement 25
10 Summary of reviewed information 28
10.1 TCP Plant, Phenoxy Plants 30
10.2 Former pond (‘lagoon’) 34
10.3 Grassed area between carpark and stormwater pond (SV9000) 37
10.4 Dangerous Goods Compound 38
10.5 Liquids and solids incinerators 41
10.6 Other areas (all portions) 43
11 Site walkover 46
12 Potential for contamination 47
12.1 Potential for contamination 47
12.2 Conceptual site model 53
13 Data gaps 57
14 Regulatory framework and