EIA Ref.

EM&A

Log Ref

Recommended Mitigation Measures

Objectives of the recommended Measures & Main Concerns to address

Who to implement the measures?

Location of the measures

When to

Implement the measures?

Implementation

Status

Air Quality

S5.5.6.1

A1

1) The contractor shall follow the procedures and requirements given in the Air Pollution Control (Construction Dust) Regulation

Good construction site practices to control the dust impact at the nearby sensitive receivers to within the relevant criteria.

Contractor

All construction sites

Construction

stage

^

S5.5.6.2

A2

2) Proper watering of exposed spoil should be undertaken throughout the construction phase:

       Any excavated or stockpile of dusty material should be covered entirely by impervious sheeting or sprayed with water to maintain the entire surface wet and then removed or backfilled or reinstated where practicable within 24 hours of the excavation or unloading;

       Any dusty materials remaining after a stockpile is removed should be wetted with water and cleared from the surface of roads;

       A stockpile of dusty material should not be extend beyond the pedestrian barriers, fencing or traffic cones. 

       The load of dusty materials on a vehicle leaving a construction site should be covered entirely by impervious sheeting to ensure that the dusty materials do not leak from the vehicle;

       Where practicable, vehicle washing facilities with high pressure water jet should be provided at every discernible or designated vehicle exit point.  The area where vehicle washing takes place and the road section between the washing facilities and the exit point should be paved with concrete, bituminous materials or hardcores;

Good construction site

practices to control the dust impact at the nearby sensitive receivers to within the relevant criteria.

Contractor

All construction sites

Construction

stage

 

 

 

^

 

 

*

 

^

 

^

 

 

 

^

 

 

S5.5.6.2 

A2

       When there are open excavation and reinstatement works, hoarding of not less than 2.4m high should be provided as far as practicable along the site boundary with provision for public crossing. Good site practice shall also be adopted by the Contractor to ensure the conditions of the hoardings are properly maintained throughout the construction period;

       The portion of any road leading only to construction site that is within 30m of a vehicle entrance or exit should be kept clear of dusty materials;

       Surfaces where any pneumatic or power-driven drilling, cutting, polishing or other mechanical breaking operation takes place should be sprayed with water or a dust suppression chemical continuously;

       Any area that involves demolition activities should be sprayed with water or a dust suppression chemical immediately prior to, during and immediately after the activities so as to maintain the entire surface wet;

       Where a scaffolding is erected around the perimeter of a building under construction, effective dust screens, sheeting or netting should be provided to enclose the scaffolding from the ground floor level of the building, or a canopy should be provided from the first floor level up to the highest level of the scaffolding;

       Any skip hoist for material transport should be totally enclosed by impervious sheeting;

       Every stock of more than 20 bags of cement or dry pulverised fuel ash (PFA) should be covered entirely by impervious sheeting or placed in an area sheltered on the top and the 3 sides;

Good construction site

practices to control the dust

impact at the nearby

sensitive receivers to within

the relevant criteria.

Contractor

All construction sites

Construction

stage

^

 

 

 

 

 

^

 

 

^

 

 

 

^

 

 

 

N/A

 

 

 

^

 

^

S5.5.6.2 

A2

       Cement or dry PFA delivered in bulk should be stored in a closed silo fitted with an audible high level alarm which is interlocked with the material filling line and no overfilling is allowed;

       Loading, unloading, transfer, handling or storage of bulk cement or dry PFA should be carried out in a totally enclosed system or facility, and any vent or exhaust should be fitted with an effective fabric filter or equivalent air pollution control system; and

       Exposed earth should be properly treated by compaction, turfing, hydroseeding, vegetation planting or sealing with latex, vinyl, bitumen, shotcrete or other suitable surface stabiliser within six months after the last construction activity on the construction site or part of the construction site where the exposed earth lies.

Good construction site

practices to control the dust

impact at the nearby

sensitive receivers to within

the relevant criteria.

Contractor

All construction sites

Construction

stage

N/A

 

 

^

 

 

 

 

N/A

S5.5.6.3

A3

3) The Contractor should undertake proper watering on all exposed spoil (with at least 8 times per day) throughout the construction phase.

Control construction dust

Contractor

All construction sites

 

Construction stage

^

S5.5.6.4

A5

5) Implement regular dust monitoring under EM&A programme during the construction stage.

Monitor the 24 hr and 1hr TSP levels at the representative dust monitoring stations to ensure compliance with relevant criteria throughout the construction period.

Contractor

Selected

representative dust

monitoring station

Construction

stage

^

S5.5.7.1

A6

The following mitigation measures should be adopted to prevent fugitive dust emissions for concrete batching plant:

       Loading, unloading, handling, transfer or storage of any dusty materials should be carried out in totally enclosed system;

       All dust-laden air or waste gas generated by the process operations should be properly extracted and vented to fabric filtering system to meet the emission limits for TSP;

       Vents for all silos and cement/pulverised fuel ash (PFA) weighing scale should be fitted with fabric filtering system;

       The materials which may generate airborne dusty emissions should be wetted by water spray system;

       All receiving hoppers should be enclosed on three sides up to 3m above unloading point;

       All conveyor transfer points should be totally enclosed;

       All access and route roads within the premises should be paved and wetted; and

       Vehicle cleaning facilities should be provided and used by all concrete trucks before leaving the premises to wash off any dust on the wheels and/or body.

Monitor the 24 hr and 1hr

TSP levels at the

representative dust

monitoring stations to ensure

compliance with relevant

criteria throughout the

construction period.

Contractor

Selected

representative dust

monitoring station

Construction

stage

 

 

N/A

 

N/A

 

 

N/A

 

 

N/A

 

N/A

N/A

N/A

 

N/A

 

S5.5.2.7

A7

The following mitigation measures should be adopted to prevent

fugitive dust emissions at barging point:

       All road surface within the barging facilities will be paved;

       Dust enclosures will be provided for the loading ramp;

       Vehicles will be required to pass through designated wheels wash facilities; and

       Continuous water spray at the loading points.

Control construction dust

Contractor

All construction sites

Construction

stage

 

 

N/A

N/A

N/A

 

N/A

Construction Noise (Air borne)

S6.4.10

N1

1) Use of good site practices to limit noise emissions by considering the following:

       only well-maintained plant should be operated on-site and plant should be serviced regularly during the construction programme;

       machines and plant (such as trucks, cranes) that may be in intermittent use should be shut down between work periods or should be throttled down to a minimum;

       plant known to emit noise strongly in one direction, where possible, be orientated so that the noise is directed away from nearby NSRs; 

       silencers or mufflers on construction equipment should be properly fitted and maintained during the construction works;

       mobile plant should be sited as far away from NSRs as possible and practicable;

       material stockpiles, mobile container site officer and other structures should be effectively utilised, where practicable, to screen noise from on-site construction activities.

Control construction airborne

noise by means of good site

practices

Contractor

All construction sites

Construction

stage

 

 

^

 

^

 

 

^

 

^

 

 

^

 

^

S6.4.11

N2

2) Install temporary hoarding located on the site boundaries between noisy construction activities and NSRs.  The conditions of the hoardings shall be properly maintained throughout the construction period.

Reduce the construction

noise levels at low-level zone of NSRs through partial screening.

Contractor

All construction sites

Construction

stage

^

S6.4.12

N3

3) Install movable noise barriers (typically density @14kg/m2), acoustic mat or full enclosure close to noisy plants including air compressor, generators, saw.

Screen the noisy plant items to be used at all construction sites

Contractor

For plant items listed in Appendix 6D of the EIA report at all construction sites

Construction

stage

*

S6.4.13

N4

4)  Select ”°Quiet plants”± which comply with the BS 5228 Part 1 or TM standards.

Reduce the noise levels of plant items

Contractor

For plant items listed in Appendix 6D of the EIA report at all construction sites

Construction

stage

^

S6.4.14

N5

5)  Sequencing operation of construction plants where practicable.

Operate sequentially within the same work site to reduce the construction airborne noise

Contractor

All construction sites where practicable

Construction

stage

^

 

N6

6)  Implement a noise monitoring under EM&A programme.

Monitor the construction

noise levels at the selected representative locations

Contractor

Selected representative noise monitoring station

Construction

stage

^

Waste Management (Construction Waste)

S8.3.8

WM1

Construction and Demolition Material

The following mitigation measures should be implemented in

handling the waste:

       Maintain temporary stockpiles and reuse excavated fill material for backfilling and reinstatement;

       Carry out on-site sorting;

       Make provisions in the Contract documents to allow and promote the use of recycled aggregates where appropriate;

       Adopt ”®Selective Demolition”Æ  technique to demolish the existing structures and facilities with a view to recovering broken concrete effectively for recycling purpose, where possible;

       Implement a trip-ticket system for each works contract to ensure that the disposal of C&D materials are properly documented and verified; and

       Implement an enhanced Waste Management Plan similar to ETWBTC (Works) No. 19/2005 ØC ”°Environmental Management on Construction Sites”± to encourage on-site sorting of C&D materials and to minimize their generation during the course of construction.

       In addition, disposal of the C&D materials onto any sensitive locations such as agricultural lands, etc. should be avoided. The Contractor shall propose the final disposal sites to the Project Proponent and get its approval before implementation

Good site practice to minimize the waste generation and recycle the C&D materials as far as practicable so as to reduce the amount for final disposal

Contractor

All construction sites

Construction

stage

 

 

 

^

 

^

^

 

 

^

 

^

 

 

^

 

 

 

 

^

S8.3.9 -

S8.3.11

WM2

C&D Waste

       Standard formwork or pre-fabrication should be used as far as practicable in order to minimise the arising of C&D materials. The use of more durable formwork or plastic facing for the construction works should be considered.  Use of wooden hoardings should not be used, as in other projects.  Metal hoarding should be used to enhance the possibility of recycling. The purchasing of construction materials will be carefully planned in order to avoid over ordering and wastage.

       The Contractor should recycle as much of the C&D materials as possible on-site.  Public fill and C&D waste should be segregated and stored in different containers or skips to enhance reuse or recycling of materials and their proper disposal.  Where practicable, concrete and masonry can be crushed and used as fill.  Steel reinforcement bar can be used by scrap steel mills. Different areas of the sites should be considered for such segregation and storage.

Good site practice to minimize the waste generation and recycle the C&D materials as far as practicable so as to reduce the amount for final disposal

Contractor

All construction sites

Construction

stage

 

^

 

 

 

 

 

 

 

 

*

S8.2.12-

S8.3.15

WM3

Chemical Waste

       Chemical waste that is produced, as defined by Schedule 1 of the Waste Disposal (Chemical Waste) (General) Regulation, should be handled in accordance with the Code of Practice on the Packaging, Labelling and Storage of Chemical Wastes.

       Containers used for the storage of chemical wastes should be suitable for the substance they are holding, resistant to corrosion, maintained in a good condition, and securely closed; have a capacity of less than 450 liters unless the specification has been approved by the EPD; and display a label in English and Chinese in accordance with instructions prescribed in Schedule 2 of the regulation.

       The storage area for chemical wastes should be clearly labelled and used solely for the storage of chemical waste; enclosed on at least 3 sides; have an impermeable floor and bunding of sufficient capacity to accommodate 110% of the volume of the largest container or 20 % of the total volume of waste stored in that area, whichever is the  greatest; have adequate ventilation; covered to prevent rainfall entering; and arranged so that incompatible materials are adequately separated.

       Disposal of chemical waste should be via a licensed waste collector; be to a facility licensed to receive chemical waste, such as the Chemical Waste Treatment Centre which also offers a chemical waste collection service and can supply the necessary storage containers; or be to a reuser of the waste, under approval from the EPD.

Control the chemical waste and ensure proper storage, handling and disposal.

Contractor

All construction sites

Construction

stage

 

^

 

 

 

^

 

 

 

 

 

 

^

 

 

 

 

 

 

 

 

*

S8.3.16

WM4

Sewage

       Adequate numbers of portable toilets should be provided for the workers.  The portable toilets should be maintained in a state, which will not deter the workers from utilizing these portable toilets.  Night soil should be collected by licensed collectors regularly.

Proper handling of sewage from worker to avoid odour, pest and litter impacts

Contractor

All construction sites

Construction

stage

 

 

^

S8.3.17

WM5

General Refuse

       General refuse generated on-site should be stored in enclosed

bins or compaction units separately from construction and chemical wastes.

       A reputable waste collector should be employed by the Contractor to remove general refuse from the site, separately from construction and chemical wastes, on a daily basis to minimize odour, pest and litter impacts.  Burning of refuse on construction sites is prohibited by law.

       Aluminium cans are often recovered from the waste stream by individual collectors if they are segregated and made easily accessible.  Separate labelled bins for their deposit should be provided if feasible.

       Office wastes can be reduced through the recycling of paper if volumes are large enough to warrant collection. Participation in a local collection scheme should be considered by the Contractor. In addition, waste separation facilities for paper, aluminum cans, plastic bottles etc., should be provided.

       Training should be provided to workers about the concepts of site cleanliness and appropriate waste management procedure, including reduction, reuse and recycling of wastes.

Minimize production of the

general refuse and avoid

odour, pest and litter impacts

Contractor

All construction sites

Construction stage

 

*

 

 

 

^

 

 

 

 

^

 

 

 

 

^

 

 

*

Water Quality (Construction Phase)

S9.11.1 ØC

S9.11.1.2

W1

       Mitigation during the marine works to reduce impacts to within acceptable levels have been recommended and will comprise a series of measures that restrict the method and sequencing of dredging/backfilling, as well as protection measures.  Details of the measures are provided below and summarised in the Environmental Mitigation Implementation Schedule in EM&A Manual.

       Export for dredged spoils from NWWCZ avoiding exerting high demand on the disposal facilities in the NWWCZ and, hence, minimise potential cumulative impacts;

       For the marine viaducts of HKLR, the bored piling will be undertaken within a metal casing;

       where public fill is proposed for filling below -2.5mPD, the fine content in the public fill will be controlled to 25%;

       single layer silt curtains will be applied around all works;

       during the first two months of dredging work for HKLR, the silt-removal efficiency of the silt-curtains shall be verified by examining the results of water quality monitoring points. The water quality monitoring points to be selected for the above shall be those close to the locations of the initial period of dredging work. Details in this regard shall be determined by the ENPO to be established, taking account of the Contractor”Æs proposed actual locations of his initial period of dredging work.

       silt curtain shall be fully maintained throughout the works.

 

In addition, dredging operations should be undertaken in such a manner as to minimise resuspension of sediments. Standard good dredging practice measures should, therefore, be implemented including the following requirements which should be written into the dredging contract.

       trailer suction hopper dredgers shall not allow mud to overflow;

       use of Lean Material Overboard (LMOB) systems shall be prohibited;

       mechanical grabs shall be designed and maintained to avoid spillage and should seal tightly while being lifted;

       barges and hopper dredgers shall have tight fitting seals to their bottom openings to prevent leakage of material;

       any pipe leakages shall be repaired quickly.  Plant should not be operated with leaking pipes;

       loading of barges and hoppers shall be controlled to prevent splashing of dredged material to the surrounding water.  Barges or hoppers shall not be filled to a level which will cause overflow of materials or pollution of water during loading or transportation;

       excess material shall be cleaned from the decks and exposed fittings of barges and hopper dredgers before the vessel is moved;

       adequate freeboard shall be maintained on barges to reduce the likelihood of decks being washed by wave action;

       all vessels shall be sized such that adequate clearance is maintained between vessels and the sea bed at all states of the tide to ensure that undue turbidity is not generated by turbulence from vessel movement or propeller wash; and

       the works shall not cause foam, oil, grease, litter or other objectionable matter to be present in the water within and adjacent to the works site.

To control construction water

quality

Contractor

During seawall

dredging and filling

Construction

stage

^

 

 

 

 

 

^

 

 

 

^

 

N/A

^

 

N/A

 

 

 

 

 

 

*

 

 

 

 

 

N/A

 

N/A

 

^

 

^

 

^

 

^

 

 

*

 

^

 

^

 

 

 

 

^

S9.11.1.3

W2

Land Works

General construction activities on land should also be governed by standard good working practice.  Specific measures to be written into the works contracts should include:

       wastewater from temporary site facilities should be controlled to prevent direct discharge to surface or marine waters;

       sewage effluent and discharges from on-site kitchen facilities shall be directed to Government sewer in accordance with the requirements of the WPCO or collected for disposal offsite.  The use of soakaways shall be avoided;

       storm drainage shall be directed to storm drains via adequately designed sand/silt removal facilities such as sand traps, silt traps and sediment basins.  Channels, earth bunds or sand bag barriers should be provided on site to properly direct stormwater to such silt removal facilities. Catchpits and perimeter channels should be constructed in advance of site formation works and earthworks;

       silt removal facilities, channels and manholes shall be maintained and any deposited silt and grit shall be removed regularly, including specifically at the onset of and after each rainstorm;

       temporary access roads should be surfaced with crushed stone or gravel;

       rainwater pumped out from trenches or foundation excavations should be discharged into storm drains via silt removal facilities;

       measures should be taken to prevent the washout of construction materials, soil, silt or debris into any drainage system;

       open stockpiles of construction materials (e.g. aggregates and sand) on site should be covered with tarpaulin or similar fabric during rainstorms;

       manholes (including any newly constructed ones) should always be adequately covered and temporarily sealed so as to prevent silt, construction materials or debris from getting into the drainage system, and to prevent storm run-off from getting into foul sewers;

       discharges of surface run-off into foul sewers must always be prevented in order not to unduly overload the foul sewerage system;

       all vehicles and plant should be cleaned before they leave the construction site to ensure that no earth, mud or debris is deposited by them on roads. A wheel washing bay should be provided at every site exit;

       wheel wash overflow shall be directed to silt removal facilities before being discharged to the storm drain;

       the section of construction road between the wheel washing bay and the public road should be surfaced with crushed stone or coarse gravel;

       wastewater generated from concreting, plastering, internal decoration, cleaning work and other similar activities, shall be screened to remove large objects;

       vehicle and plant servicing areas, vehicle wash bays and lubrication facilities shall be located under roofed areas.  The drainage in these covered areas shall be connected to foul sewers via a petrol interceptor in accordance with the requirements of the WPCO or collected for off site disposal;

       the contractors shall prepare an oil / chemical cleanup plan and ensure that leakages or spillages are contained and cleaned up immediately;

       waste oil should be collected and stored for recycling or disposal, in accordance with the Waste Disposal Ordinance;

       all fuel tanks and chemical storage areas should be provided with locks and be sited on sealed areas. The storage areas should be surrounded by bunds with a capacity equal to 110% of the storage capacity of the largest tank; and

       surface run-off from bunded areas should pass through oil/grease traps prior to discharge to the stormwater system.

To control construction water quality

Contractor

During seawall dredging and filling

Construction stage

 

 

 

 

*

 

N/A

 

 

 

 

 

^

 

 

 

^

 

 

^

 

^

 

^

 

^

 

 

^

 

 

 

^

 

^

 

 

 

 

^

 

^

 

^

 

 

N/A

 

 

 

 

 

*

 

^

 

 

^

 

 

 

^

S9.14

W3

Implement a water quality monitoring programme 

Control water quality

Contractor

At identified monitoring location

During construction period

^

Ecology (Construction Phase)

S10.7

E1

       Good site practices to avoid runoff entering woodland habitats in Scenic Hill

       Reinstate works areas in Scenic Hill

       Avoid stream modification in Scenic Hill

Avoid potential disturbance on habitat of RomerӮs Tree Frog in Scenic Hill

Designer;

Contractor

Scenic Hill

During construction

^

 

N/A

^

S10.7

E2

       Use closed grab in dredging works.

       Install silt curtain during the construction.

       Limit dredging and works fronts.

       Good site practices

       Strict enforcement of no marine dumping.

       Site runoff control

       Spill response plan

Minimise marine water

quality impacts

Contractor

Seawall,

During construction

^

^

^

^

^

^

^

S10.7

E3

       Reprovision of replacement Artificial Reefs (of the same volume as the existing ARs inside Marine Exclusion Zone)

Mitigate water quality

impacts on the existing ARs

Project

proponent

To be determined

Construction phase or operation phase

N/A

S10.7

E4

Watering to reduce dust generation; prevention of siltation of

freshwater habitats; Site runoff should be desilted, to reduce the

potential for suspended sediments, organics and other

contaminants to enter streams and standing freshwater

Prevent Sedimentation from

Land-based works areas

Contractor

Land-based works areas

During

construction

^

S10.7

E5

Good site practices, including strictly following the permitted

works hours, using quieter machines where practicable, and

avoiding excessive lightings during night time

Prevent disturbance to

terrestrial fauna and habitats

Contractor

Land-based works areas

During

construction

^

S10.7

E6

       Dolphin Exclusion Zone;

       Dolphin watching plan

Minimize temporary marine habitat loss impact to dolphins

Contractor

Marine works

During marine

works

^

^

S10.7

E7

       Decouple compressors and other equipment on working vessels 

       Avoidance of percussive piling 

       Marine underwater noise monitoring 

       Temporal suspension of drilling bored pile casing in rock during peak dolphin calving season in May and June

Minimise marine noise

impacts on dolphins

Contractor

Marine works

During marine

works

^

^

^

N/A

S10.7

E8

       Control vessel speed

       Skipper training. 

       Predefined and regular routes for working vessels; avoid Brothers Islands.

Minimise marine traffic

disturbance on dolphins

Contractor

Marine traffic

During marine

works

^

^

^

 

S10.10

E9

       Dolphin vessel monitoring 

Minimise marine traffic

disturbance on dolphins

Contractor

North Lantau and West Lantau

Prior to construction, during construction, and 1 year after operation

^

Fisheries 

S11.7

F1

       Reprovision of replacement Artificial Reefs(of the same volume as the existing ARs inside Marine Exclusion Zone)

Mitigate water quality

impacts on the existing ARs

Project

proponent

To be determined

Construction

phase or

operation

phase

N/A

S11.7

F2

       Reduce re-suspension of sediments 

       Limit dredging and works fronts.

       Good site practices

       Strict enforcement of no marine dumping

       Spill response plan

Minimise marine water

quality impacts

Contractor

Seawall,

 

During

construction

^

^

^

^

^

Landscape & Visual (Construction Phase)

S14.3.3.3

LV2

Mitigate both Landscape and Visual Impacts

       G1. Grass-hydroseed bare soil surface and stock pile areas.

       G2. Add planting strip and automatic irrigation system if appropriate at some portions of bridge or footbridge to screen bridge and traffic.

       G3. For HKLR, providing aesthetic design on the viaduct, tunnel portals, at-grade roads (e.g. subtle colour tone and slim form for viaduct, featured form of tunnel portals, roadside planting along at-grade roads and landscape berm on) to beautify the HKLR alignment.

       G5. Vegetation reinstatement and upgrading to disturbed areas.

       G6. Maximize new tree, shrub and other vegetation planting to compensate tree felled and vegetation removed.

       G7. Provide planting area around peripheral of and within HKLR for tree screening buffer effect.

       G8. Plant salt tolerant native tree and shrubs etc along the planter strip at affected seawall.

       G9. Reserve of loose natural granite rocks for re-use.  Provide new coastline to adopt ”°natural-look”± by means of using armour rocks in the form of natural rock materials and planting strip area accommodating screen buffer to enhance ”°natural-look”± of the new coastline (see Figure 14.4.2 for example).

Minimise visual &

landscape impact

Contractor

HKLR

Construction

stage

 

N/A

N/A

 

N/A

 

 

 

 

N/A

N/A

 

N/A

 

N/A

 

 

N/A

 

S14.3.3.3

LV3

Mitigate Visual Impacts

       V1.Minimize time for construction activities during construction period.

       V2.Provide screen hoarding at the portion of the project site / works areas / storage areas near VSRs who have close low-level views to the Project during HKLR construction.

 

 

 

 

 

^

 

^

EM&A

S15.2.2

EM1

An Independent Environmental Checker needs to be employed as

per the EM&A Manual.

Control EM&A Performance

Project

Proponent

All construction sites

Construction

stage

^

S15.5 -

S15.6

EM2

1) An Environmental Team needs to be employed as per the EM&A

Manual.

2) Prepare a systematic Environmental Management Plan to ensure effective implementation of the mitigation measures.

3) An environmental impact monitoring needs to be implementing by the Environmental Team to ensure all the requirements given in the EM&A Manual are fully complied with.

Perform environmental

monitoring & auditing

Contractor

All construction sites

Construction

stage

^

 

^

 

^

 

Remarks:   ^           Compliance of mitigation measure          

                        *         Recommendation was made during site audit but improved/rectified by the contractor 

N/A   Not Applicable at this stage;                                         N/A               Not Applicable at this stage as no such site activities were conducted in the reporting month (e.g. concrete batching plan, barging point, seawall dredging and filling, bored piling, landscaping works etc)     

 

N/A   Not Applicable at this stage;