Contents
1.1 Purpose of the Report
1.2 Key Contact
Information
2.1 Project Area
2.2 Environmental
Sensitive Receivers
2.3 Major Construction
Activities
2.4 Monitoring Schedule of
The Reporting Period
2.5 Status of
Environmental Approval Documents
2.6 Community Liaison
Group Meeting
2.7 Summary of
non-compliance with the environmental quality performance limits
3 Environmental
Issues and Actions
3.1 Previous Environmental
Deficiencies and Follow-up Actions
3.2 Description of Actions
Taken in Event of Non-Compliance and Deficiency Reporting
3.3 Implementation Status
on Environmental Protection Requirements
3.4 Event and Action Plans
5 Review of the EM&A and Impact Assessment
Predictins
6 Future
Key Issues and Conclusion
6.1 Key Issues for the
Next Reporting Period
6.2 Impact Prediction for
the Next Reporting Period
6.3 Works and Monitoring
Schedule for the Next Reporting Period
6.4 Conclusion
LIST OF TABLES
Table 2.1 Summary
of Works Undertaken up to 30th June 2008
Table 2.2 Cumulative
Quantity of Excavated Materials up to 30th June 2008
Table 2.2 Summary
of Environmental Licensing, Notification and Permit Status up to 30th
June 2008
Table 3.1 Environmental
Deficiencies (Observations) from Site Inspections during Reporting Period
LIST OF ANNEXES
Annex B Water Quality Monitoring Stations, Water
Quality and Ecological Sensitive Receivers
Annex C Cumulative Complaints Statistics
Annex D Implementation Programme of Mitigation
Measures
Annex E Event and Action Plans
Annex F Impact Water Quality Monitoring Results
Annex G Dolphin
Sighting Records
EXECUTIVE SUMMARY
After the resumption of the construction works and
the EM&A requirements for the Permanent Aviation Fuel Facility on 9th
July 2007, this is the first annual
Environmental Monitoring and Audit (EM&A) report presenting the EM&A
works carried out during the period from 9th
July 2007 to 30th June
2008 in accordance with the EM&A Manual.
Water quality
monitoring during dredging activities, conducted from 17 December 2007 to 31
March 2008, recorded daily exceedance of Action
Levels of Depth-averaged Turbidity during December, January and February with
exception of 16 and 24 January, and 11 February.
There was exceedance of the Action Levels of Depth-averaged Suspended
Solids (SS) on the 21, 24, 25, 27, 29 and 30 December, as well as exceedance of the SS Limit Levels on the 27, 29 and 30
December, 11, 23 and 29 January, and 10, 12, 13 and 24 February. Following a review of the data, a revised
Action Limit Level for Turbidity was implemented on 1 March 2008. Only one exceedance
of Limit Level of Depth-averaged Dissolved Oxygen was found (19 March 2008).
Following review
of data in accordance with the procedures specified in the EM&A Manual, all
exceedances were considered due to natural
fluctuation from the
No environmental
complaint was received during the reporting period.
No environmental summon or prosecutions was received in this reporting
period.
·
Dust
release and suppression;
·
Dredging
activities; and,
·
Water
quality monitoring and dolphin monitoring during the dredging activities.
The overall water
quality at the vicinity of the project area was found to be similar to that collected
during the baseline monitoring conducted prior to the commencement of the
Project works. No deterioration of water
quality has been observed and all change appears to be as a result of natural
fluctuation or seasonal variation. This
implies the impact of the project works on the water quality at the Project
sites is negligible.
Leighton
Contractors (
The construction works for PAFF commenced in November
2005 based upon the previous EIA (EIAO Register Number AEIAR-062-2002) conducted and the Environmental Permit EP-139/2002
granted on the 28th August 2002.
Due to minor changes to the detailed layout of the site and the site
boundary, application for Variation to the Environmental Permit (VEP) (VEP-133/2004) was submitted to the
Director of Environmental Protection (DEP) for approval. The variation to the EP (EP-139/2002/A) was granted by EPD in February 2004.
However, the
decision by EPD to grant the above Environmental Permit was subject to a
Judicial Review. The Judicial Review
sided in the favour of the DEP, as did the subsequent Judgement from the Court
of Appeal from the High Court for Judicial Review in March 2005. However, the DEP’s
decision to grant the EP was quashed by the Judgement of the Court of Final
Appeal of July 2006.
The construction
works were stopped following the Judgement of the Court of Final Appeal of July
2006. As such, in order to continue with
the construction of the project, the project went through the statutory
procedures under the EIAO again with a new design in order to obtain an
environmental permit. The revised EIA
was submitted in 2007 and the environmental permit (EP-262/2007) was granted in May 2007. EP-262/2007 has been amended to EP262/2007/A
and issued by the EPD on 30 November 2007.
It should be
noted that at the time of reporting, a further Variation to the Environmental
Permit has been approved, primarily to allow for dredging works to continue
during March 2008. As such, EP-262/2007/A has been amended to EP-262/2007/B and issued by the EPD on
27 February 2008.
The construction works and EM&A requirements
resumed on 9th July 2007 following the latest requirements of the EP-262/2007/B and EM&A Manual. Details
regarding the EM&A requirements and changes should refer to the updated
EM&A Manual. For the marine works,
all piling activities were completed before the previous suspension of
construction works in 2006.
After the resumption of the construction works and
EM&A requirements on 9th July 2007, this is the first EM&A Report which summarizes
the monitoring results and audit findings for the EM&A programme during the
reporting period from 1st
July 2007 to 30th June 2008.
Key contact
information of the Project is presented in Table 1.1.
Name |
Position |
Telephone |
Facsimile |
E-mail |
Airport
Authority |
||||
Mr Amin Ebrahim |
Assistant
General Manager Aviation Logistics |
2183 3108 |
2824 2786 |
ebraa@hkairport.com |
Contractor
– Leighton ( |
||||
Brian Gillon |
Project
Director |
2823 1111 |
2529 8784 |
brian.gillon@leightonasia.com |
Franchisee’s
Site Representative – ECO Aviation Fuel Development Limited |
||||
Philip Siu |
Franchisee’s
Site Representative |
2963 2820 |
2563 6311 |
philip.siu@towngas.com |
Environmental
Team – ERM- |
||||
|
Environmental
Team Leader |
2271 3000 |
2723 5660 |
craig.reid@erm.com |
Independent
Environmental Checker – Hyder Consulting Limited |
||||
Dr Kwok-leung Pun |
Independent
Environmental Checker |
2911 2233 |
2805 5028 |
|
The project area
is in Area 38 of Tuen Mun
and the pipelines are located in
No air and noise
sensitive receivers were identified close to the project area. However, water sensitive receivers and
ecological sensitive receivers were identified in the EIA study, and are shown
in Annex
B.
A summary of the major works undertaken in this
reporting period is shown in Table 2.1. Table 2.2 presented the cumulative
quantity of excavated materials up to 30th June 2008. The cumulative dredging volume during the
reporting period was presented in Figure
2.1.
Table 2.1 Summary
of Works Undertaken up to 30th June 2008
Area |
Works
undertaken |
Tuen Mun Area 38 |
Tank Farm and Bund Wall Construction Permanent Drainage Construction Operational & Fire Services Buildings
Construction Minor Jetty Works (Non-piling) Site Investigation |
Submarine |
Dredging Operations |
Table 2.2 Cumulative
Quantity of Excavated Materials up to 30th June 2008
Type of Excavated
Materials |
Cumulative Bulk Volume (m3) |
Contaminated
Mud |
105,974 |
Uncontaminated
Mud |
97,815 |
Daily water quality monitoring and dolphin
monitoring, and biweekly Persistent Organic Pollutants
(POPs) monitoring during dredging activities were
conducted from on 17 December 2007 to 31 March 2008. A marine archaeological Watching Brief of two
sub-surface anomalies was also implemented from 21 to 28 February 2008 during
the dredging of the surrounding seabed located within the route of the twin
pipelines from the PAFF tank farm at Tuen Mun Area 38 to Sha Chau.
A summary of the relevant permits, licences, and/or
notifications on environmental protection for this Project since July 2007 is
presented in Table 2.2.
Table 2.2 Summary
of Environmental Licensing, Notification and Permit Status up to 30th
June 2008
Permit/ Licenses/ Notification |
Reference |
Validity Period |
Remarks |
Environmental Permit |
EP-262/2007/B |
Throughout Project |
Issued on 27 February 2008 (EP-262/2007/A on 30 November 2007, EP-262/2007 issued on 31 May 2007, EP-139/2002 originally granted on 28
August 2002 and EP-139/2002/A
granted on 24 February 2004 were superseded) |
|
|||
|
|
|
|
Chemical Waste Producer
Registration |
WPN
5111-421-L2174-25 |
Throughout Project |
Issued on 10 November 2005 |
Notification of Construction
Works under Air Pollution Control (Construction Dust) Regulation |
H2104/U1D/5542/DG/DH/PL |
Throughout Project |
Notification on 6 July 2007 |
Construction Noise Permit |
GW-RW0372-07 |
25 July 2007 to 24 January 2008 |
For air compressors, breakers,
excavators, wheeled loaders, mobile cranes, concrete lorry mixers, hand-held
pokers, bar benders/cutters, wood saws, grinders, submarine water pump,
lorries with crane, dump trucks, rollers, ventilation fans and generators |
|
GW-RW0427-07 |
28 August 2007 to 27 February
2008 |
For concrete pump derrick
barges, hand-held grinders, generators, air compressors, boring machines,
water pumps, tug boat, grout mixers and grout pumps |
|
GW-RW0676-07 |
21 December 2007 to 19 June 2008 |
For land-based works including
air compressors, breakers, excavators, wheeled loaders, mobile cranes,
concrete lorry mixers, hand-held pokers, bar benders/cutters, wood saws,
grinders, submarine water pump, lorries with crane, dump trucks, rollers,
ventilation fans and generators |
|
GW-RW0677-07 |
21 December 2007 to 29 February
2008 |
For marine dredging operation
including grab dredger, tug boat, split hopper barge and motor sampan |
|
GW-RW0678-07 |
21 December 2007 to 18 June 2008 |
For marine jetty works including
concrete pump derrick barges, hand-held grinders, generators, air
compressors, boring machines, water pumps, tug boat, grout mixers and grout
pumps |
|
GW-RW0094-08 |
1 March to 31 March 2008 |
For marine dredging operation
including grab dredger, tug boat, split hopper barge and motor sampan |
Marine Dumping Permit |
EP/MD/08-064 |
13 December 2007 to 29 February
2008 |
For Type 1 – Open Sea Disposal |
|
EP/MD/08-065 |
13 December 2007 to 12 January
2008 |
For Type 1d & Type 2 marine
disposal |
|
EP/MD/08-071 |
13 January 2008 to 12 February
2008 |
For Type 1d & Type 2 marine
disposal |
|
EP/MD/08-090 |
3 March to 31 March 2008 |
For Type 1d & Type 2 marine
disposal |
|
EP/MD/08-091 |
3 March to 31 March 2008 |
For Type 1 – Open Sea Disposal |
Wastewater Discharge License |
EP760/421/011399/l |
15 March 2006 to 31 March
2011 |
Issued on 15 March 2006 |
According to the EP requirements, a Community Liaison
Group (CLG) shall be established within three months after commencement of
construction of the Project. The major
duty of CLG is to advise on and monitor the proper design, construction and
operation of the Project. The CLG
comprises representatives from Airport Authority, members of Tuen Mun community and
academics. Up to 30 June 2008, the CLG
held the meetings on 27 July 2007, 5 October 2007, 7 December 2007, 7 March
2008 and 6 June 2008.
The details of PAFF CLG (including Membership and its
Terms of Reference) and the meeting minutes can be found on the Project website
(http://www.paffhk.com).
Water quality monitoring during dredging activities
recorded daily exceedance of Action Levels of Depth-averaged
Turbidity during December, January and February with exception of 16 and 24
January, and 11 February.
There was exceedance of the Action Levels of Depth-averaged Suspended
Solids (SS) on the 21, 24, 25, 27, 29 and 30 December, and exceedance
of the SS Limit Levels on the 27, 29 and 30 December, 11, 23 and 29 January,
and 10, 12, 13 and 24 February.
Following a review of
the data, a revised Action Limit Level for Turbidity was implemented on 1 March
2008. Only one exceedance
of Limit Level of Depth-averaged Dissolved Oxygen was found (19 March 2008).
A description of the
actions taken following these non-compliances is discussed in Section 3.2.
No environmental complaint was received during the reporting
period. A summary of environmental
complaints since project commencement is presented in Annex C.
No summons was
received in this reporting period. A
summary of legal proceeding since project commencement is presented in Annex C.
As no
environmental complaint was received during the last reporting period, no
follow-up action has been required.
Weekly site
inspections were carried out during the reporting period. Overall, the site was in good orderly manner
and no non-compliance was found.
Environmental deficiencies and follow-up actions/mitigation measures
were identified during the inspections are presented in previous Monthly EM&A
Reports. Key findings are summarised
in Table
3.1.
Table 3.1 Environmental Deficiencies
(Observations) from Site Inspections during Reporting Period
Key Observations |
Follow-up Action |
Construction
materials at the stockpile area were observed to be loaded without spraying
with water |
Site workers
were deployed to spray water on the construction material during loading and
unloading |
Sediment plumes
were observed at the outfall of the temporary drainage system after a rainstorm |
The temporary
drainage system was upgraded with the installation geo-textile on the
sediment tank |
Ponding of
rainwater was observed in the construction site |
Rainwater was
pumped offsite via the temporary drainage system |
Chemical waste stores were observed to be
full |
The chemical
waste was disposed of via licence chemical waste collector |
Excavated
materials were not properly covered with tarpaulin sheets to avoid dust
generation |
The sand pile
was covered accordingly |
General refuse collection
bins were observed to be full outside the site office and operation building |
General refuse
was cleared |
Piles of
general and wood waste from construction works were piled up on open areas
without proper containers |
A suitable
waste bin was installed and the refuses were cleared |
Oil sheens were
observed on ground due to improper storage of equipment and chemicals |
Contractor
stored equipment and chemicals in suitable containers to avoid leakages |
Sediment plumes
were observed in the marine area near the water discharge outlet |
Contractor
cleared sedimentation tank and car wash facility to avoid overflow of silt
and dirt |
Overall, the site
was in a good orderly manner. The ET
will keep track on the EM&A programme to ensure compliance of environmental
requirements and the proper implementation of all necessary mitigation
measures.
Although dredging
operations were undertaken during the reporting period, the exceedances were unlikely to be caused by the Project and
were considered to be an isolated case due to the following reasons:
·
Exceedance of Action Level of depth-averaged Turbidity was
found on days when no dredging was undertaken, and these values were comparable
to those days with dredging operations
·
Depth-averaged
DO, bottom DO and depth-averaged SS did not show the same trend of exceedance
As per the
requirements of the EM&A Manual, incidents were notified to the
Franchisee’s Site Representative, the Contractor and the Independent
Environmental Checker upon identification of an exceedance.
The temporal and
spatial trend of the results collected during the impact monitoring have
been plotted against those collected during the baseline monitoring and are
discussed below. Results are illustrated
in Annex
F.
Results showed
that during impact monitoring on both ebb and flood
tides, turbidity and SS levels at all stations are generally comparable with
those levels recorded during the baseline monitoring. It was thus considered likely that the waters
upstream of the works site are influenced by other factors, such as natural
fluctuations of turbidity and SS observed in the Pearl River Estuary.
In accordance
with the required procedures specified in the EM&A Manual to be taken following the trigger of an Action
Level, discussions between the Environmental Team (ET) and the Independent
Environmental Checker (IEC) resulted in an amendment made to the Action Level
for the monitoring of Turbidity for the Project, such that the Action Level of
Turbidity be amended to follow the same principle as that currently applied to
DO and SS. This amendment was introduced
on 1 March 2008, following the submission of the revised Final Baseline Monitoring Report for water quality to the EPD on 20
February 2008 and later under the EIAO register on 29 February 2008. As such, the compliance of depth-averaged
Turbidity from that date onwards was checked against the revised Action
Levels. The development of the amendment
is documented in the previous Monthly
EM&A Reports.
The
implementation status of environmental mitigation measures and requirements as
stated in the EIA Report, Environmental Permits and EM&A Manual during the reporting period is
summarized in Annex
D.
The event and
action plans for construction noise, water quality monitoring, dolphin
monitoring, cultural heritage, landscape and visual, as stated in the EM&A Manual, are summarized in Annex
E.
Air and Noise
monitoring was not required for the project.
In accordance to the EM&A Manual, water quality
monitoring was conducted during dredging activities from 17 December 2007 to 31st
March 2008. Monitoring data and graphical
presentations of the results are included in Annex F.
Results of the
monitoring demonstrated that all measured dissolved oxygen levels of all Impact
Stations were compliant with the Action and Limit (AL) Levels specified in the EM&A Manual with the exception of 19
March 2008. Concentrations of Suspended
Solids (SS) were generally below AL Levels, however, exceedances
were noted for 21, 24, 25, 27, 29 and 30 December 2007, 11, 23 and 29 January,
and 10, 12, 13 and 24 February.
Turbidity levels were, however, above Action Levels on a daily basis on December,
January and February with exception of 16 and 24 January, and 11 February. A review of the above exceedances
concluded that these were not attributable to Project works and were likely due
to natural variation (see Section 3.2
for further details).
Biweekly monitoring of water samples was also conducted for POPs analysis from 17 December 2007 to 31 March 2008. All POPs parameters
(ie total Polychorinated
Biphenyls (PCBs), total Dichloro-Diphenyl-Trichloroethane
(DDTs) and total Polycyclic Aromatic Hydrocarbons (PAHs)) were below detection limits, except the total PAHs
of Control Station C1 during mid-flood tidal condition. As C1 is a Control Station, such levels were
not considered to be attributable to works. Monitoring results and QA/QC reports
for POPs testing are presented in previous Monthly
Monitoring Reports.
In accordance
with the EM&A Manual, a marine
archaeological Watching Brief of two sub-surface anomalies was implemented from
21 to 28 February 2008 during the dredging of the surrounding seabed located
within the route of the twin pipelines from the PAFF tank farm at Tuen Mun Area 38 to Sha Chau.
The Watching
Brief Report, verified by the Independent Environmental Checker, was
submitted to the EPD and AMO on 9 May 2008.
According to the EIA Report and EM&A Manual, mitigation measures and site inspection are
required during the landscaping/planting works.
The berm/landscaping bund was dominated by
vegetation which was grown during the project suspension period.
The weekly site
inspections included audits on landscape and visual issues to ensure that the
site was in orderly acceptable manner.
According to the EIA Report and EM&A Manual, mitigation measures and design phase audit are
required to minimise the risk of fuel spill and hazards. The Contractor will
submit the updated design audit plan according to the EP requirements.
Pursuant to Condition
3.5 of the EP, the Contractor submitted two design drawings entitled
Fencing and Security Wall Layout Plan (PAFF/LC/02/DWG/C/0176
Revision A) and Fencing and Security Wall Section (PAFF/LC/02/DWG/C/0177 Revision A) to the ET for certification on 30th
July 2007. The ET reviewed the drawings
and offered comment on the design of the security walls and bund walls, taking
into account of Condition 3.5a of the
EP, to the Contractor on 31st August 2007. Response to comment (RTC) from the Contractor
was received by the ET on 19th September 2007.
Weekly site
inspection covered the waste management aspects which included measures to
prevent land contamination by chemical wastes.
In accordance to
EM&A Manual, dolphin monitoring has been undertaken during dredging
activities from 17 December 2007 to 31 March 2008.
During the
reporting period, 23 dolphin sightings were recorded. Appropriate action was taken in accordance
with the EM&A Manual. The sighting locations and field records are
presented in Annex G.
The EM&A Manual for the Project has been
updated by the ET to include the detailed arrangements of setting up a
Community Liaison Group, carrying out design audit, and POPs
monitoring during construction of the Project.
The updated EM&A Manual was revised accordingly to the comments
received from the EPD on 6 December 2007 and was submitted to the EPD on 10
December 2007. Comments were received
from the EPD on 22 January 2008. The ET
will update the EM&A Manual
accordingly.
Baseline water
quality monitoring was conducted between 24 October and 30 October 2007 at six
designated monitoring stations (three impact stations and three control stations)
established for the Project in accordance with the EM&A Manual. The Final Baseline
Monitoring Report was
submitted to the EPD on 21 November and comments were received from the EPD on
6 December. A revised Final Baseline Monitoring Report was
submitted to the EPD on 20 February 2008 with no further comments received and
later placed under the EIAO register.
Dredging operation was carried out for pipleline installation during the period of 21 to 22
January 2008. Monitoring data of
suspended solids (SS) concentrations collected are compared with the impact
assessment predictions in the EIA Report. As stated in the EIA report, the predicted allowable maximum contribution on
suspended sediment concentration from dredging activity will be 30% increase of
the background concentration. Tables 5.1 and 5.2 show the comparison between the monthly
mean value of the impact monitoring data and the average values of the baseline
monitoring.
Table 5.1 Average Suspended Solids Concentrations
(SS, mg/L) calculated from Baseline Monitoring and Monthly Average Values calculated
from Impact Monitoring at Impact Stations during mid-ebb. Exceedance of EIA
prediction was indicated in grey shaded cells.
Stations |
Suspended Solid Concentrations (mg/L) |
|||||
|
Baseline monitoring (Average) |
EIA Prediction (Baseline values x 130%) |
Impact Monitoring (Average) |
|||
Dec 07 |
Jan 08 |
Feb 08 |
March 08 |
|||
MPB1 |
13.76 |
17.89 |
16.96 |
9.08 |
10.84 |
8.25 |
MPB2 |
14.57 |
18.94 |
11.72 |
9.38 |
9.92 |
7.74 |
MP |
13.33 |
17.33 |
12.21 |
8.50 |
11.61 |
8.09 |
IMO1* |
11.81 |
15.35 |
11.66 |
8.80 |
8.57 |
7.49 |
IMO2* |
11.81 |
15.35 |
10.36 |
8.24 |
8.70 |
7.15 |
IMO3* |
11.81 |
15.35 |
- |
8.27 |
9.73 |
- |
IMO4* |
11.81 |
15.35 |
- |
7.37 |
8.28 |
- |
*Note: baseline monitoring was not applicable to
these stations and hence data was compared against the average value of all
baseline monitoring data.
Table 5.2 Average Suspended Solids Concentrations
(SS, mg/L) calculated from Baseline Monitoring and Monthly Average Values
calculated from Impact Monitoring at Impact Stations during mid-flood. Exceedance of EIA
prediction was indicated in grey shaded cells.
Stations |
Suspended Solid Concentrations (mg/L) |
|||||
Baseline monitoring (Average) |
EIA Prediction (Baseline values x 130%) |
Impact Monitoring (Average) |
||||
Dec 07 |
Jan 08 |
Feb 08 |
March 08 |
|||
MPB1 |
13.50 |
17.55 |
22.06 |
11.55 |
10.91 |
8.61 |
MPB2 |
18.31 |
23.80 |
11.76 |
9.56 |
11.39 |
8.15 |
MP |
10.86 |
14.11 |
13.54 |
8.02 |
11.51 |
7.96 |
IMO1* |
13.21 |
17.17 |
12.54 |
9.61 |
9.21 |
7.57 |
IMO2* |
13.21 |
17.17 |
12.93 |
9.39 |
8.99 |
6.93 |
IMO3* |
13.21 |
17.17 |
- |
8.10 |
9.41 |
- |
IMO4* |
13.21 |
17.17 |
- |
6.83 |
8.43 |
- |
*Note: baseline monitoring was not applicable to
these stations and hence data was compared against the average value of all
baseline monitoring data.
During the
reporting period, monthly average of measured elevations of SS at the
monitoring stations during mid-ebb did not exceed 130% of the baseline levels,
which was in line with previous predictions.
During mid-flood tidal condition, the measured elevations of SS at
Impact Station MPB1 in December, however, exceeded the predictions. Such exceedance is
more likely due to natural fluctuations of SS observed in the Pearl River
Estuary. Moreover, all SS levels
recorded at all impact stations in January, February and March 2008 did not
exceed the predictions, which can further imply that such exceedance
is unlikely due to the project works.
It should be
noted that dredging activities have been suspended from 1 April onwards and are
tentatively scheduled to resume in September 2008. As such, key issued to be considered in the
next reporting period will be:
·
Dust
release and suppression from on-site works;
·
Dredging
activities; and.
·
Water
quality monitoring and dolphin monitoring during dredging activities.
Provided that
environmental mitigation measures including good on-site practises are properly
implemented, it is not expected that unacceptable adverse impact will arise.
Work programme
for the next reporting period includes jetty platform works (non-piling), site
works (construction works for tank farm, operational and fire services
buildings, drainages, bund wall, security wall etc) and dredging
operation. Weekly site inspections will
be undertaken by the ET as per the EM&A requirements.
The EM&A
works were conducted throughout the annual reporting period and the relevant
monitoring was conducted in accordance with the EP’s requirements. Mitigation measures were used to minimise the
environmental impacts, where appropriate.
Some environmental deficiencies were observed during the site
inspections and the Contractor implemented corrective action to mitigate the
issues. Overall, the site was considered
to be in an orderly manner.
It is concluded
the current EM&A programme, including the monitoring programme and the
mitigation measure herein, is sufficient to monitor the environmental
performance of the project works.