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URS New Zealand Limited City Chambers, 142 Featherston Street PO Box 3367, Wellington 6140 New Zealand T:64 4 496 3750 F:64 4 496 3755
J:\Jobs\42780930\5 Works\NES Consenting\KA2\Blowdown Pit at Kapuni Wellsite KA2 for Shell Todd Oil Services Ltd (Letter).docx
27 March 2012 Project No. 42780930
South Taranaki District Council Private Bag 902 Hawera, 4640 Attention: Blair Sutherland
Planning Team Leader Dear Blair Subject: Resource Consent Application - Removal/Remediation of Flare/Blowdown Pit
at Kapuni Well site KA2 for Shell Todd Oil Services Ltd
1 Introduction
This letter has been prepared by URS New Zealand Limited (URS) on behalf of Shell Todd Oil
Services Ltd (STOS) in support of a resource consent application for the removal of the
flare/blowdown pit and potential removal of associated contaminated soil at Kapuni Well site KA2
pursuant to Regulation 11 of the Resource Management (National Environmental Standard for
Assessing and Managing Contaminants in Soil to Protect Human Health) Regulations 2011.
The works will include the removal of the flare/blowdown pit earthen bunds and potential removal of
contaminated soil from beneath and adjacent to the bunds for investigation and/or remediation
purposes.
This letter describes the activities that will be undertaken, the potential environmental effects
associated with the activities and the measures proposed to mitigate these effects.
Site: Kapuni Well Site KA2, Rapid # 140, off Palmer Road, Kapuni
Legal Description: Lot 1 DP 10168 TNF2/103 (Certificate of Title Attached)
Applicant: Shell Todd Oil Services Ltd (STOS), Private Bag 2035, New Plymouth
Address for Service: URS New Zealand Limited, City Chambers, 142 Featherston Street, P.O.
Box 3367, Wellington, 6140
Attention: Suzanne Lowe, Ph: 04 496 3766, Email: [email protected]
2 Site Description
The site is an operating production well site (gas) and is owned and operated by STOS. A site
layout plan is attached.
A flare/blowdown pit is located on the central northern boundary of the well site and is estimated to
extend approximately 1.5 to 2.5 m below surrounding grade and has not been used since
approximately 2006.
Blair Sutherland Planning Team Leader 27 March 2012 Page 2
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3 Description of the Proposed Activity
3.1 General
Flare/blowdown pits were historically used to contain potentially contaminated vapour, water and
condensate associated with gas well development, maintenance and operation. Standing water
arising from these activities was generally removed for off-site disposal.
STOS has undertaken to decommission the flare/blowdown pit and the associated containment
bunds at this site. During decommissioning work STOS also intends to remove soil from the
flare/blowdown pit area that is assessed as not suitable for remaining on site. Such soil would be
transported to an off-site facility licensed to accept such waste.
The sketch below shows a schematic section of the bunds, the flare/blowdown pits, and extent of
excavation beneath the pit required to remove soil not suitable for remaining on site.
Sketch: Schematic Section of Flare/Blowdown Pit – extent of contamination is unknown
The extent of excavation will be determined on site based on observation of the condition of the soil
(discolouration, odour, free-phase product, etc) and confirmed later through laboratory analyses of
soil samples. As a result the actual earthwork quantities are not known. However, the estimated
earthworks quantities are on the order of 100 to 500 cubic metres of soil disturbance over an
approximate area of 60 to 100 square metres.
Works will be undertaken and supervised by qualified personnel in accordance with STOS’
comprehensive health and safety requirements. A site-specific health and safety plan will be
developed and implemented for the works. All works will be conducted in accordance with
applicable Department of Labour/Occupational Health and Safety rules.
The works are likely to take two to six weeks to complete and would commence following granting
of the consent.
Blair Sutherland Planning Team Leader 27 March 2012 Page 3
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The proposed works are not significantly different to the majority of maintenance works completed
by STOS at the Kapuni well sites.
A description of the proposed flare/blowdown pit decommissioning and contaminated soil removal
methodology is provided below.
3.2 Stockpile Areas
Temporary stockpile areas will be established on site to allow for characterisation of soil to
determine whether it is suitable to remain on site or will be removed to an off-site facility consented
to accept waste soil. Soil assessment criteria are described in Section 3.4.
Stockpile areas will be established at locations not subject to stormwater run-on and remote from
drains, soakage areas, etc.
If stockpiled soils are inferred to be contaminated the stockpile area would be established/managed
as follows:
Construction of an earthen (300mm) or staked hay bale bund at the periphery of the stockpile
Lining of the bund with PVC, HDPE or EPDM liner with a minimum 300 mm overlap at for each
liner sheet (not welded or glued)
Stockpiles to be less than 4 m in height and with a stable slope
Covering or wetting of stockpiles to minimise odour and dust effects.
Stockpiled soils inferred to be not contaminated will be managed similarly but would not be
provided with a liner.
3.3 Earthworks
Proposed earthworks include decommissioning of the existing flare/blowdown pit bunds and
removal of soil assessed to be not suitable to remain on site. It is anticipated that the majority of
soils will be suitable for reinstatement on site. Soil assessment criteria are described in
Section 3.4.
The sequence of earthworks will be as follows:
Isolation/protection of stormwater drains in the immediate vicinity of the works.
Standing water present in the flare/blowdown pits will be pumped from the pit and transported
off site for disposal/treatment at a facility licensed to accept such waste.
Excavation of existing flare/blowdown pit bunds to stockpile, segregation of soil visually
assessed as contaminated to separate stockpile.
Test pitting of soils adjacent to the flare/blowdown pit to determine the extent of potentially
contaminated soil.
Excavation of overburden soil to stockpile, segregation of soil visually assessed as
contaminated to separate stockpile.
Excavation of contaminated soil to stockpile. The maximum anticipated depth of excavation is
1 m below the groundwater table. Wet soil would be allowed to drain back to the excavation
from the excavator bucket prior to placement in stockpile.
Blair Sutherland Planning Team Leader 27 March 2012 Page 4
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Collection of soil samples from stockpiles, excavations and testpits to characterise the extent, if
any, of contaminated soil.
Observation of water within the excavation (if any) to determine the presence of sheen or other
indication of free-phase hydrocarbons. Removal of free-phase hydrocarbons to an off-site
facility licensed to accept/ treat such waste.
Backfill of the excavation below the water table with imported clean rock and/or gravel material
or suitable stockpiled soil.
Backfill and compaction of excavation with stockpiled soils assessed to be suitable or with
imported hardfill.
When suitable excess soil from excavations is available the remaining soil would be filled and
blended on site to match surrounding grades.
The area surrounding excavations will be graded to direct ground surface stormwater away from
the excavations. Dust and odours will be controlled by limiting works during high winds and/or
wetting soils as required to minimise off-site effects.
3.4 Contaminated Soil Characterisation
Soils will be characterised for off-site disposal or on-site filling based on the following criteria:
Ministry for the Environment “Guidelines for Assessing and Managing Petroleum Hydrocarbon
Contaminated Sites in New Zealand”, Revised 2011 (hereafter referred to as the Oil Industry
Guidelines)
The hierarchy set out in the Ministry for the Environment “Contaminated Land Management
Guidelines No. 2”, 2011
Resource Management (National Environmental Standard for Assessing and Managing
Contaminants in Soil to Protect Human Health) Regulations 2011
Excavated soils not meeting the above criteria will be disposed of off-site at a facility licensed to
receive such waste. Soils identified for off-site disposal will be characterised as required by the
receiving facility.
Soil samples in support of soil characterisation will be collected and analysed in accordance with
Contaminated Land Management Guidelines No.5: Site Investigation and Analysis of Soils (2011).
3.5 Off-site Disposal of Contaminated Soil
3.5.1 Disposal Locations
Soil not suitable for remaining on site will be disposed of at an off-site facility consented to receive
such waste soil. Preliminary off-site soil disposal locations include the following:
Colson Road Landfill, New Plymouth
Bonny Glen Landfill, Marton
Remediation New Zealand, Mokau Rd, Uruti
BTW Oeo Facility, Pihama
BTW Brown Road Facility, Waitara
Blair Sutherland Planning Team Leader 27 March 2012 Page 5
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The actual off-site disposal location will be determined based on the soil characterisation described
in Section 3.4 and the requirements of the receiving facility.
3.5.2 Transportation
Off-site transport of waste soil and waste liquids will be in accordance with the Land Transport
Rule: Dangerous Goods 2005. All off-site loads shall be covered and free liquids shall be removed
from waste soil loads for separate off-site disposal prior to transportation. Wheels will be inspected
prior to leaving the site and cleaned if required to minimise off-site tracking of soil.
The contractor will implement appropriate traffic management during the works, in accordance with
industry practice.
4 Requirement for Consent under the National Environmental Standards
The Resource Management (National Environmental Standard for Assessing and Managing
Contaminants in Soil to Protect Human Health) Regulations 2011 came into effect on 1 January
2012. Regulation 8(3) sets out the requirements for disturbing soil on potentially contaminated
sites (those sites listed as being on the hazardous activities industries list) that must be met in
order for the activity to be a permitted activity.
It is considered that the soil disturbance and soil removal required for the works described above
will exceed the permitted activity threshold of 25 m3 (disturbance) and 5m
3 (removal) per 500 m
2 of
land per year, respectively. Therefore, resource consent will be required.
In order to be considered as a controlled or a restricted discretionary activity under the NES, a
detailed site investigation of the piece of land must exist. In this case, a detailed site investigation
for the flare/blowdown pit area has not been undertaken. Therefore, consent is required as a
discretionary activity pursuant to Regulation 11.
5 Assessment of Environmental Effects
This section describes the potential environmental effects of the activity and the mitigation
proposed.
Overall the proposed works are likely to have a positive effect on the local environment through
decommissioning the flare/blowdown pits and through removal of soil, not suitable to remain on-
site, to an appropriate off-site disposal facility.
Risk to Human Health
Historic discharges to the flare/blowdown pit may have contaminated adjacent soils. During the
proposed activities site workers may be exposed to contaminated soils, which may present a
human health risk. The proposal includes development and implementation of a site-specific
Blair Sutherland Planning Team Leader 27 March 2012 Page 6
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health and safety plan in accordance with applicable rules to manage these (and other) risks. In
addition, STOS’ comprehensive health and safety requirements will be implemented during these
works.
The proposal may also involve off-site disposal of contaminated soil; thereby, reducing the overall
risk profile of the site in terms of soil contamination.
Based on the above it is considered that risks to human health associated with the proposed works
will be temporary and less than minor.
Transportation, disposal and tracking of soil and other materials
It is anticipated that the incremental effect of proposed works on traffic in the area of the site will be
less than minor. If required, traffic management will be in accordance with industry practice.
Contaminated soils and liquids will be removed for off-site disposal. Therefore, there is the
potential for releases/exposure during transportation and disposal.
In summary, the proposed controls include the following:
Transportation of waste soils and liquids off site in accordance with applicable rules
Covering waste soil loads during transportation and utilising water-tight truck beds as required
Checking and cleaning wheels, as required, to minimise off-site tracking of soil and debris
Disposal of soils and/or liquid wastes at facilities licensed/consented to receive such wastes
Based on the implementation of the above controls, the effects from transportation, disposal and
tracking of soil and other materials to the environment are considered to be less than minor.
Surface Water Quality
During the works there is potential that stormwater may come in contact with contaminated soil
and/or liquids. The proposed controls include the following:
Directing stormwater away from stockpiles, excavations and disturbed soil.
Isolation of stormwater drains and other features that may be impacted by the works.
Stockpile management controls, including lining, covering and height limitations. Covering
waste soil loads during transportation.
Based on these mitigation measures it is considered that the effects of proposed works on surface
water quality will be temporary and less than minor.
Air quality management – odour and dust
During the works odour and dust may be generated. The proposed controls include limiting works
during strong winds, appropriate stockpile management procedures, and, if required, wetting or
covering exposed soils. The site is located in a rural area away from any nearby residential
dwellings.
Based on these mitigation measures it is considered that the off-site effects of odour and dust will
be temporary and less than minor.
Blair Sutherland Planning Team Leader 27 March 2012 Page 7
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Noise
Noise will be generated by mechanical plant used on site for excavation, backfilling, stockpiling and
off-site transport. Although the duration of the works is anticipated to be four to six weeks, physical
works will likely only occur during the first and last week of that period (with the interim period used
to conduct soil quality laboratory analyses). The site is located in a rural area away from any
nearby residential dwellings.
Based on this it is considered that the off-site effects of noise will be temporary and less than
minor.
6 Consultation with Potentially Affected Parties
The site is owned and operated by STOS. No other parties are considered to be affected or
potentially affected by the proposed works due to the way the works are planned to be undertaken
and given the mitigation measures that will be implemented to control the works.
7 Suggested Draft Conditions for Consent
The following are suggested draft conditions for consent:
The works shall be undertaken in general accordance with this resource consent application.
Applicant to notify STDC of the intended start date, no less than one week prior to works
commencing.
Applicant to dispose of contaminated natural soil to a facility authorised to receive the soil, and
must notify STDC of the soil disposal facility to be used.
Applicant to submit a report to STDC following completion of the works, documenting the
decommissioning of the flare/blowdown pit.
8 Conclusion
Overall the proposed works are likely to have a positive effect on the local environment through
decommissioning the flare/blowdown pits and by implementing mitigation measures during the
works in accordance with current best practice.
The potential effects on the environment from the proposed are considered to be less than minor
and appropriate mitigation measures will be implemented as outlined above. STOS owns and
operates the site. No other parties are considered to be affected or potentially affected by the
proposal.
Therefore, it is requested that this consent is processed as a non-notified application in accordance
with Section 95(2)(A) of the Resource Management Act because the adverse effects of the activity
on the environment will be less than minor.
As such, it is considered that consent should be granted. Prior to the approval of the consent it is
requested that a copy of the draft conditions be provided for our review.
Please contact the undersigned if you have any questions.
Final
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File: Drawn: SS Approved: SL
Figure:
A4
1
STOS KAPUNI FLARE/BLOWDOWNPIT INVESTIGATION
SHELL TODD OILSERVICESLIMITED(STOS)
SITE LOCATION PLAN
Whilst every care is taken by URS to ensure the accuracy of the digital data, URS makes no representation or warranties about its accuracy, reliability, completeness, suitability for any particular purpose and disclaims all responsibility and liability (including without limitation, liability in negligence) for any expenses,
losses, damages (including indirect or consequential damage) and costs which may be incurred as a result of data being inaccurate in any way for any reason. Electronic files are provided for information only. The data in these files is not controlled or subject to automatic updates for users outside of URS.This drawing is subject to COPYRIGHT.
Rev.ADate: 19/03/201242780930\Site_Locations.mxd
0 1 2 3 40.5km
1:50,000Scale
ProprietorsShell Todd Oil Services Limited
Estate Fee SimpleArea 1.3673 hectares more or lessLegal Description Lot 1 Deposited Plan 10168
InterestsAppurtenant hereto is a right to take, convey and lead water and other rights created by Transfer 274929.5 -17.2.1981 at 12.10 pm
Identifier
Search Copy
Land Registration DistrictDate Issued 17 February 1981
Taranaki
COMPUTER FREEHOLD REGISTERUNDER LAND TRANSFER ACT 1952
TNF2/103
Prior ReferencesTN266/29 TNC1/857
Transaction IdClient Reference 42780930.00500
Search Copy Dated 19/03/12 11:51 am, Page 1 of 2Register Only
Identifier TNF2/103
Transaction IdClient Reference 42780930.00500
Search Copy Dated 19/03/12 11:51 am, Page 2 of 2Register Only