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...... A Zen Pacific-Dredging !!:t ¥ International Joint Venture E . s r, xecutlve ummary ( , , , !9 !9 , , !t ;, 3 , , , 3 3 \:::: - '" ifE :!fIX Cl j\i!iJ l River Trade Terminal at Tuen Mun Area 38 Supplementary EIA for Sand Extraction from the Brothers· Marine Borrow Area *'J\mn ( ) HYev Consulting

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Page 1: HYev - EPD

~ ...... A Zen Pacific-Dredging

~ !!:t ¥ International Joint Venture


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River Trade Terminal at Tuen Mun Area 38 Supplementary EIA for Sand Extraction from the Brothers· Marine Borrow Area M~$~~~~~~~~3~E~~­*'J\mn ~ ( ~fi1J~gj )

HYev Consulting

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"m ¢ Zen Pacific-Dredging !iCIFIC ~Jt International Joint Venture

Executive Summary


River Trade Terminal at Tuen Mun Area 38 Supplementary EIA for Sand Extraction from the Brothers' Marine Borrow Area ~i~~~~~~~~~~~~E~~­*"J,lrlJ ~ ( r7qrilJli~gJi )

January 1998 ~1Ll1J\$~J3

HYev Consulting

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Supplementary EIA for sand extraction from The Brothers Marine Borrow Area Zen Pacific Dredging International Joint Venture

River Trade Terminal at Tuen Mun Area 38

Supplementary EIA for Sand Extraction from The Brothers' Marine Borrow Area

Executive Summary

January 1998

Table of Contents


1.1 The need for the Development





5.1 Impacts on Gazetted Beaches

5.2 Impacts on Cooling Water Intakes

5.3 Impacts on Marine Ecology

5.4 Impacts on Fisheries


6.1 Monitoring

6.2 Environmental Audit


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Content Page i

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Supplementary EIA for sand extraction from The Brothers Marine Borrow Area Zen Pacific Dredging International Joint Venture


Study area and Sensitive Receivers Figure 1

Figure 2

Figure 3

Mixing Zone for (a) spring tide & (b) neap tide for marine sand

Mixing Zone for (a) spring tide & (b) neap tide for mixture of marine and alluvial sand <

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Supplementary EIA for sand extraction from The Brothers Marine Borrow Area Zen Pacific Dredging International Joint Venture





Zen Pacific- Dredging International Joint Venture are seeking to utilise the sand reserves which lie within the gazetted marine borrow area adjacent to The Brothers' islands. The sand will be used for reclamation works in the construction of the River Trade Te=inal (RTT) at Tuen MUll, adjacent to Area 38. The EIA dete=ined the nature and extent of environmental impacts arising from sand borrowing and all related activities taking place concurrently around The Brothers.


The Tuen MUll RTT is strategically located in the mouth of the Pearl River Delta and is intended to act as a port of entry for small river vessels. The RTT is designed to maximise the capacity of the Hong Kong Harbour and discourage utilisation of the Ma Wan Channel by large numbers of small vessels thus reducing the risk of marine traffic accidents in the Ma Wan Fairway.

Sand for the reclamation is currently being imported from Mainland China to the site by trailer suction hopper dredger (TSHD) and Pelican barge. Zen-Pacific­Dredging International N have identified the Brothers MBA as being a locally exploitable sand reserve from which supplies will be more reliable than those from the Mainland to meet the construction programme of the project. The Brothers MBA is the closest sand reserve to the RTT site and is therefore the most viable of the Hong Kong sand reserves for the given volumes of sand. Use of this sand reserve will also reduce the distance over which material needs to be transported thus minimising marine traffic impacts.


Zen Pacific - Dredging International N intend to transport a maximum of 3.5 million m3 of sand from an extension of the western pit previously used by the Airport Authority which is within the gazetted Marine Borrow Area to the RTT site. Figure 1 shows the location of the western extension and the authorised borrow area in the vicinity of The Brothers. The dredging operation would be largely confined to the main tidal channel and is to be undertaken using a split-hull TSHD of 5,000 m3 hopper capacity equipped with twin suction pipes and inboard . pumps and capable of dredging to -40mPD.

The sand will be transported to the RTT at Tuen MUll where it will be discharged into the reclamation area by pumping ashore. For every IMm3 of sand removed it will be necessary to remove approximately 0.7Mm3 of overburden. Overburden will be placed in the existing exhausted western pit by bottom dumping. It is intended that work will proceed on a 24-hour basis with an average weekly production of 150,000 to 200,000 m3


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Supplementary EIA for sand extraction from The Brothers Marine Borrow Area Zen Pacific Dredging International Joint Venture

Mobilisation of equipment will commence in February 1998 and dredging is expected to commence in early March 1998 and will continue until the end of May 1998.



During the winning of sand, the overflow process during sand dredging will cause sediment release to the marine environment. During the overflow period much of the fine clay and silt material present in the sand is washed overboard. However, when dredging the muddy materials such as the overburden, these overflow systems are prohibited in Hong Kong. The key environmental issues related to the works result from this release of fine particles into the marine environment. The works are therefore likely to generate a plume of suspended solids which has the potential to affect water quality, ecology and fisheries.

As the overburden in this area is not contaminated, release of contaminants is not an issue of concern for this project. Associated with the release of suspended solids is the impact on nutrients and dissolved oxygen. The sediment has the potential to use up dissolved oxygen in the water column. The sediment may also contain nutrients such as nitrogen which may be released as a result of the works. These potential impacts were assessed and quantified and found to meet the water quality assessment criteria which were derived from the Water Quality Objectives set under the Water Pollution Control Ordinance. The assessment indicated that at all times the works would not affect the water quality assessment criteria (WQACs) for these parameters.

The potential for releases of sediment in the water column to affect the seabed and benthos due to the process of sedimentation was also assessed. Levels of deposition were predicted to be low, approximately O.Skg/sq m due to the nature of the material before it has time to consolidate. Sedimentation was found to be well within the natural range estimated for these waters.

The key issue is therefore the physical impact of suspended solids in the water column and the physical effects of dredging on the ecology.


The impact of the sediment plumes were simulated using the TELEMAC-3D hydrodynamic model of Hong Kong waters, coupled with a sediment plume model (SEDPLUME-RW3D).

Two tidal conditions were simulated for each scenario for the proposed dredging period:

• Dry season spring tide (diurnal tide); and

• Dry season neap tide (semi-diurnal tide).

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Supplementary EIA for sand extraction from The Brothers Marine Borrow Area Zen Pacific Dredging International Joint Venture


This assessment is based on four core scenarios which have been modelled to investigate the potential effects of the proposed works:

• Scenario 1 - dredging and disposal of overburden;

• Scenario 2 - dredging of marine sand;

• Scenario 3 - dredging of alluvial sand;

• Scenario 4 - dredging of mixed loads of marine and alluvial sand

Sensitive receivers (SRs) were identified at the outset of the study and were included in the model so that impacts at these specific locations could be quantified. These are shown on Figure 1 and were:

• Gazetted beaches along the coastline extending from Tuen Mun to Tsuen Wan. There are currently six gazetted beaches along the Tuen Mun coastline and 8 within the Tsuen Wan District (including Ma Wan).

• Sea water intakes, for example for the China Light and Power (CLP) Power Station and WSD intakes located at Tsuen Wan, Tuen Mun and Tsing Yi.

• Fisheries and Fish Culture Zones (FCZ) e.g. Ma Wan FCZ, Kau Yi Chau Fishery and capture fisheries in the waters around the Brothers;

• Ecology, particularly the Chinese White Dolphin which is frequently found in the western waters of Hong Kong; fish; and conservation areas including Sites of Special Scientific Interest and the Sha Chau and Lung Kwu Chau Marine Park, which was designated in 1996 to conserve the area around the islands favoured by the dolphins.

Model output was generated to assess impacts using the Water Quality Assessment Criteria (WQAC) set for this study; impacts of suspended solids at the. sensitive receivers across a tidal cycle; impacts of deposition; nutrient increases (in the form of inorganic nitrogen) and impacts on dissolved oxygen. The model produces conservative results as it assumes all of the material released into the water column enters at the surface rather than at the seabed. The model also does not allow for a density current that will occur resulting in the majority of the overflow material rapidly descending to the sea floor leaving less than 30% in suspension in the dredging plume.


The proposal to remove under 3.5Mm3 of sand is minor in comparison to when 24Mm3 of sand were dredged from the Brothers MBA for the new airport. However, there is a need to ensure that the release of fines can be minimised from the outset. Practical mitigation measures were defined at the start of the study so that their effect could be quantified by the model. All measures have been checked and agreed with Dredging International thus ensuring that these measures will be employed throughout the works. Measures are summarised in Table 1.

The effect of the works on the marine environment and associated sensitive receivers once these mitigation measures were in place is described below, together

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Supplementary EIA for sand extraction from The Brothers Marine Borrow Area Zen Pacific Dredging International Joint Venture

with any further mitigation required .. The assessment included a review of other ErAs for projects ongoing or due to commence in the area. Cumulative impacts were then quantified at the key sensitive receivers.


Of all the beaches assessed, the western most beaches in the Tsuen Wan area may potentially be affected by the predicted cumulative impacts. However:

• The model has predicted that at all times the WQAC will not be exceeded;

• Levels of solids generated in the bathing waters are below the threshold that may cause a visible impact;

• The works will largely be complete prior to the onset of the bathing season;

• Several of the beaches assessed are closed to the public anyway due to the poor quality of bathing water.

It was concluded that there would be no adverse impacts on bathing water at gazetted beaches.



The model indicated that the works would not cause any detectable increases in suspended solids above background at the identified cooling water intakes. WQACs are therefore fully complied with and none of the specific criteria set by the operator for the intakes are exceeded as a result of the works.


a) Marine park

WQAC have been set to protect all aspects of marine ecology and should not be exceeded within the marine park. The model results indicated that there would be no exceedance of the WQACs even when cumulative impacts are considered, except at the marine park when extracting marine sand under neap tide conditions. This worst case scenario generates a short lived peak (less than 1 hour in duration) where suspended sediment levels exceed the WQACs by approximately 3mg/1. The exceedance of the WQAC is minimal and in reality unlikely to occur given the conservative nature of the model results. However, it has been recommended that the number of dredging cycles during neap tide conditions are reduced from approximately 12 per day to 8 whilst extracting marine sand thus reducing the volume of fines carried to the marine park, bringing the suspended sediment levels down below the WQACs.

b) Chinese White Dolphin

The assessment concluded that the Chinese White Dolphins will not be affected by the predicted levels of suspended solids. The dolphins frequent the waters in and around the Pearl River estuary where naturally they may be exposed to far greater levels of SS than those predicted by both the model and the cumulative impact assessment.

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Supplementary EIA for sand extraction from The Brothers Marine Borrow Area Zen Pacific Dredging International Joint Venture


The general area of exceedance of WQACs is termed as the mixing zone. This was calculated and found to be limited in extent both spatially and temporally and absent when dredging alluvial sand. Figures 2 and 3 show the mixing zone for the worst case scenario i.e for marine sand extraction and for the typical scenario i.e. when dredging a mixture of marine and alluvial sand. The results indicated that the impact on the dolphins habitat would be minimal.

Dr Thomas Jefferson is an expert on the Chinese White Dolphin and has indicated that the dolphins may be attracted to the works in search of prey species disturbed by the dredging activities, though the chances of this are minimised through undertaking the majority of the works in the dry season (Jefferson, pers comm, September 1997). The natural distribution of the dolphins is such that they are present in such low densities around The Brothers' during the dry season that these impacts will largely be avoided if works are completed by the end of May before the dolphins begin to move into these waters. However, there is always the potential for a number of dolphins to be attracted to the works. The best form of mitigation is to educate workers prior to the onset of dredging and temporarily stop works if dolphins occur within an approximate 500m radius of the dredger (Jefferson, 1997). This practice will be audited during the works by an independent EM&A team to determine the effectiveness of this procedure as a mitigation measure. Education will be based on an information pack prepared by Dr. Jefferson.

c) Fish

Model results for sedimentation and suspended solids indicated that there would be . no impacts on the benthos (due to minimal deposition) or phytoplankton (due to the limited extent of impacts in the surface waters). Consequently, higher organisms such as fish which would feed on plankton and benthic organisms will not be affected by the works. In addition, dissolved oxygen levels will remain within the WQACs which have been set to protect marine organisms including fish.

For short term peaks which may occur in the bed layer, fish have developed coping strategies to deal with plumes of sediment. At worst fish will swim away from the main area of impact, i.e. the mixing zone. Those that can withstand high levels of sediment will adopt other coping strategies such as "coughing". Generally, however, these peaks only occur in the bed layers of the marine water column which are naturally turbid and subject to high sediment loads during storm conditions. Peaks in the plume were found to be very short lived, persisting for less than one hour. On average, sediment concentrations will be <10mg/1 in the surface waters, well within the range that fish and fry can easily tolerate.


The ecological assessment has indicated that there will be no significant impacts on fish either from suspended solids, deposition or from secondary impacts associated with suspended solids in the marine environment. Capture fisheries will therefore not be affected by the works.

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Supplementary EIA for sand extraction from The Brothers Marine Borrow Area' Zen Pacific Dredging International Joint Venture



For FCZs, the extraction of pure marine sand was found to be the worst scenario when a cumulative impact of7mg/1 at Ma Wan may occur. As a result, suspended solids may typically reach 20mg/1. These levels are well below Agriculture and Fisheries Department's (AFD) assessment limit of 50mg/1. The works will be carefully monitored to ensure that impacts are avoided at Ma Wan. Under extreme conditions it may be necessary to reduce the number of dredging cycles undertaken at the Brothers over the course of a day.



The works will be the subject of an Environmental Monitoring and Audit (EM&A) programme to monitor impacts of the sediment plume at selected locations. All monitoring and audit work will be undertaken by an independent Environmental Team who will liaise with the Independent Checker (Environment), Resident Engineer, contractors and the EPD and other relevant HKSAR Government bodies.

The monitoring will seek to check the accuracy of the model predictions in terms of suspended solids both within the defined mixing zone and at the key sensitive receivers. The audit will involve both a review of monitoring results and a check that all of the mitigation measures summarised in Table 1 below are effectively carried out. The EM&A programme will also provide a forum for resolving any complaints received from the public or local fishermen etc. during the works or any problems experienced implementing mitigative measures.

a) Baseline Monitoring

The baseline data will be collected from the proposed monitoring stations and used to establish the suitability of the selected locations for control and impact stations. Monitoring will be undertaken on a twice daily basis three times a week for two weeks prior to the commencement of works. Duplicate sampling will enable statistical tests to be performed on the data.

b) Impact Monitoring

Monitoring will be continued three times a week throughout the works period and will be subject to a constant review. The monitoring programme will be flexible allowing for changes in monitoring stations when the Environmental Team and/or EPD consider it to be necessary. Six impact monitoring stations will be located around the mixing zone of the works and a further three stations will be located at the sensitive receivers i.e Lung Kwu Chau, Sha Chau and Ma Wan.

Action and limit levels will be set to trigger firstly a review of work practice to ensure the recommended mitigation measures are being employed and secondly, the implementation of further mitigation if considered necessary. Non compliance will result in a temporary reduction in the number of dredging cycles undertaken in a 24 hour period to reduce the release of fines into the marine environment.

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Supplementary EIA for sand extraction from The Brothers Marine Borrow Area Zen Pacific Dredging International Joint Venture



During all monitoring works for the sand dredging activities, dolphin sightings will be recorded and their proximity to the works area will be estimated. Photographic records will be kept where possible to aid on-going studies of the Chinese White Dolphin.


On site environmental audits by an Independent Checker (Environment) will be undertaken to ensure that appropriate environmental protection and pollution control mitigation measures are properly implemented.

The auditing will also involve reviewing and checking of the monitoring data as it arises to enable proactive measures to be taken to protect the Sensitive Receivers, and if necessary reduce the number of dredging cycles until an acceptable level of suspended sediment is achieved at the SRs.


The model results, which are conservative, have indicated that the potential water quality impacts would meet the water quality assessment criteria agreed by the Director of Environmental Protection, and the Director of Agriculture and Fisheries agreed there would be no major nor prolonged adverse ecological impacts. Predicted increases in suspended solids fall well within the natural range experienced within these waters around north Lantau.

It has been concluded that the recommended mitigation measures are effective and can help to achieve both compliance with the water quality assessment criteria and environmental protection of the identified sensitive receivers.

It is therefore recommended that the works in the Brothers MBA proceed as proposed together with independent environmental monitoring and auditing.

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Supplementary EIA for sand extraction from The Brothers Marine Borrow Area Zen Pacific Dredging International Joint Venture











Hyder Consulting Ltd RTI1725-05/01' 17250502.DOC

Table 1 Schedule of Proposed Mitigation Measures

Proposed Mitigation Measures and conditions to be enforced

The trailer will have a 5,000 m' capacity.

Only one pit will be worked at anyone time

The dredger will be a split-hull trailer suction hopper dredger to ensure release of fines during dumping of overburden is less than 2.5% as modelled.

Marine Sand will be excavated in its pure form for the minimal amount of time until a mixture of25:75 marine to alluvial sandean be obtained.

The hopper will as far as practicable be empty at the start of dredging (from a practical point of view approximately 300m' of water may remain in the hopper).

When dredging sand, the pumps of the dredger will be stopped while the vessel is turning outside the dredging area; this will reduce the overall duration of overflow and thus the amount of sediment released during each loading cycle;

During the neap tide, when dredging marine sand the number of dredging cycles per day should be reduced from 12 to 8 to reduce sediment release over this tidal condition and protect the marine park. This may extend dredging of marine sand from one week to approx. 10 days.

All workers will be made aware of the need to stop works in the event of a dolphin being sighted within 500m of the works. This will be checked by the independent Environmental Team on board the trailer dredger whilst dolphin monitoring is undertaken during the dredging operation and checked by an Idependent Checker (Environment) (lCCE)).

In the event that the monitoring results indicate a deterioration in water quality as a result of the works, dredging cycles will be reduced to a level which ensures the sensitive receivers are adequately protected. This will be subject to more comprehensive monitoring to the satisfaction of the Environmental Team, ICCE), AFD and EPD.

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o "- ' ~c /?'D f~~ 0. ~ \'\3' , '>'.

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) .. 830000


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/ o. M1,~. Zo •• ,


\ ~~~

H0U~ "J

5 ~


'\3 • <J






~'? 7!J5000 800000 805000 BlOOOO 815000 820000 825000 830000

vv Figure 2 Mixing Zone for (a) spring tide & (b) neap tide for marine sand

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Page 26: HYev - EPD


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830000-1 ~



~ Depth AveJ;'aqed " '-\ 59 CODcentration (Ppal)

I /~~ r [ > 1-'" \,..---J . ~ / n -r.~~"~~-~ i [0< l1l~nt Criteria


...r-'"' .\1bmeZ one)

~ ~~ ~7,/~D )=~~ ~ ~ ~ "(30 2

) <J "'~ ( ~ \ ~ (( )'~~

(J C-J '-1~ ) (


795000 800000 805000 810000 815000 820000 825000 830000



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~ Dept:h Averaqed

'I I~-~!_,.o / I . ' ....... m'.' Cn"'" /' I r .. "'"., Zo." I" --l /,--... ~...J

S8 ConcentratloD 'ppm,

~j ,

/ I ~

'l~~<4 i """" ~. '- S I

.~ c (~~~'>LI ~--, :v/ cJ ) ( ~ <a 0 C "'~ po ""-,' ) \.) ",

/" ~::) \ I ~ '\ ~ ~~ ) ~,~ ~ i

i ~ Va '-'J71 \ /'\. 'I C", (/J " ' . '\-....-/ ~ c.;

795000 800000 805000 8100aO USOOO 820000 825000 830000

~ Figure 3 Mixing Zone for (a) spring tide & (b) neap tide for mixture of marine and alluvial sand

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Page 27: HYev - EPD

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