TABLE OF CONTENTS

 

15           Conclusions. 15-1

15.1        Introduction. 15-1

15.2        Summary of Key Environmental Outcomes. 15-1

15.3        Summary of Key Environmental Impacts. 15-9

15.4        Summary of Alternative Options and Mitigation Measures. 15-9

15.5        Overall Conclusion. 15-9

 

List of Appendices

 

Appendix 15.1

Key Assumptions and Limitations

Appendix 15.2

Summary of Environmental Impacts

 

 


15                     Conclusions

15.1                Introduction

15.1.1.1        The Project covers the following designated project (DP) item under Schedule 2, Part I under the Environmental Impact Assessment Ordinance (EIAO) (Cap.499) -

Item I.1(b)(ii) –

A drainage channel or river training and diversion works which discharges or discharge into an area which is less than 300m from the nearest boundary of an existing or planned site of cultural heritage. 

15.1.1.2        This EIA report has provided an assessment of the potential environmental impacts associated with the construction and operation of the Project based on the preliminary engineering design information available at this stage.  The assessment has been conducted, in accordance with the EIA Study Brief No. ESB-320/2019 issued under the EIAO for the Project and the EIAO-TM, covering the following environmental issues.

·         Air Quality Impact

·         Noise Impact

·         Water Quality Impact

·         Waste Management Implication

·         Land Contamination

·         Sewerage and Sewage Treatment Implications

·         Ecological Impact (Terrestrial and Marine)

·         Fisheries Impact

·         Cultural Heritage Impact

·         Landscape and Visual Impacts

15.1.1.3        The findings of this EIA Study have determined the likely nature and extent of environmental impacts predicted arise from the construction and operation of the Project.  During the EIA process, specific environmental control and mitigation measures have been identified and incorporated into the planning and design of the Project in order to comply with the relevant environmental legislation and standards during both the construction and operation phases.  An environmental monitoring and audit (EM&A) programme has also been developed.  The Implementation Schedules listing the recommended mitigation measures are presented in Section 14.  A summary of key assessment assumptions and limitation of methodologies are presented in Appendix 15.1.

15.1.1.4        A summary of the environmental outcomes/benefits that have accrued from the environmental considerations and analysis during the EIA study and the implementation of environmental control measures of the Project are presented in the sections below. 

15.2                Summary of Key Environmental Outcomes

15.2.1            Estimated Populations and Environmentally Sensitive Areas Protected from Various Environmental Impacts

15.2.1.1        With the implementation of the Project, besides improving the existing drainage facilities, over 70,000 m2 of concrete-lined channel space would be transformed into green spaces to promote greening of the local environment and the ecological value of existing TWN would be enhanced with the incorporation of the ecological enhancement features.  Furthermore, the introduction of the DWFI system and treatment wetlands to intercept/polish the existing polluted discharges at the drainage outlets along TWN, as well as modification of channel bed downstream of TWN’s broad-crested weir at its confluence with Shing Mun River near Man Lai Court to reduce excessive accumulation of silts brought by tidal influence, would improve long-standing water quality and odour issues associated with the polluted discharges to the nullah and with excessive siltation at downstream TWN which have been of public concerns as expressed by Sha Tin District Council (STDC) and local stakeholders.  In order to facilitate the public to better enjoy the view of the revitalised waterscape and ecological enhancement features (e.g. treatment wetland) as well as to promote water-friendliness, certain locations of the nullah bank of TWN will be transformed into a green open space that can be accessed by the public with provision of riparian walkway and amenity areas for public enjoyment.  There will be multiple large entrance points with stepped seats and decked platforms on nullah bed that can provide communal spaces for recreation and leisure activities to promote water friendliness (e.g. riparian walkway, sightseeing of greening and ecological enhancement features, water play features equipped with UV disinfection system) at midstream of TWN.  Cantilevered viewing decks / sheltered walkway are also proposed by the bankside in the upstream section. 

15.2.1.2        During construction, mitigation measures as recommended in the EIA will be implemented to protect the identified sensitive receivers in the vicinity of the Project, including residential dwellings in Heung Fan Liu, Mei Tin Estate, Granville Garden, Park View Garden at upstream TWN, Mei Shing Court, Mei Lam Estate, educational institutes, Man Lai Court and other residential dwellings in Tai Wai near mid-stream and downstream TWN  from air quality and noise impacts.

15.2.1.3        With the implementation of DWFI system and treatment wetlands to intercept/polish the existing polluted discharges at the drainage outlets along TWN, as well as modification of channel bed downstream of TWN’s broad-crested weir at its confluence with Shing Mun River near Man Lai Court to reduce excessive accumulation of silts brought by tidal influence, the odour nuisance of TWN currently experienced by these air sensitive receivers and general public visiting TWN would be improved as a result of the operation of the Project.

15.2.2            Environmental Designs Recommended, Environmentally Friendly Option Considered and Incorporated in the Preferred Option

Water Quality Improvement and Water Friendliness

15.2.2.1        Due to ageing drainage systems and possible expedient connection made in the past, polluted discharges from the existing drainage outlets along TWN are observed at present.  Complaints and concerns from the public, including Sha Tin District Council (STDC) and local stakeholders, on the long-standing water quality and odour nuisance of TWN, particular at the confluence of TWN and Shing Mun River area near Man Lai Court, were received.  With the implementation of the proposed DWFI system and treatment wetlands, the existing polluted dry weather flow from the drainage outlets along TWN will either be intercepted by the DWFI system and discharged to the existing sewerage system, via gravity mains (i.e. no DWFI pumping station required), to Shatin Sewage Treatment Works for treatment, or be discharged into the treatment wetlands installed at drainage outlets for in-situ polishing.  Furthermore, with the modification of channel bed downstream of TWN’s low flow channel near its confluence with Shing Mun River near Man Lai Court, the excessive accumulation of silts brought by tidal influence caused by the uneven surface and flat gradient in front of the broad-crested weir would be greatly reduced.  With the abovementioned designs, the water quality and hygiene within the nullah would be improved and odour nuisance to the resident nearby would be alleviated.

15.2.2.2        After the revitalisation works, similar to the existing condition, the nullah bank of the engineering channel of TWN would be dry most of the time during non-rainy days, except for the low flow channel in the middle.  While the water body of TWN, i.e. low flow channel, is not suitable to be opened up for public access / physical contact due to safety reasons, the improvement of water quality and riverside environment of the nullah due to the Project would enhance user experience and hence promoting water friendliness culture.  In order to allow public to better enjoy the view of revitalised waterscape and ecological enhancement features (e.g. treatment wetland), construction / modification of footbridges / walkways and public open spaces is proposed along the nullah.  The riparian areas (nullah bed of the engineering channel of TWN outside of the low flow channel) of midstream TWN near Pok Ngar Villa would also be opened for public access and be transformed into a public open space with accesses with stepped seats, riparian walkways and other community amenities [including water play features (fully separated from the water body of TWN)] to promote water-friendliness.  Associated visitor’s facilities, including toilet and management office, would also be provided for the proposed riparian public open space.  The riparian walkway and amenity areas will be properly designed to restrict public access / physical contact to the water body of TWN in order to ensure the public safety (e.g. elevated walkway design, fencing, provision of warnings / signage etc.).  Channel management system, rain detection and safety system and flood warning will also be adopted and to be managed by DSD and access to the riparian walkway and amenity areas [provided with water play features] will be closed under extreme weather conditions. 

15.2.2.3        Freshwater discharge from the existing drainage outlet of the nullah near Pok Ngar Villa, which receives mainly clean river flow from upstream natural hillside catchment north to Peak One, will be partially intercepted and conveyed to the proposed UV disinfection system for treatment prior to be used in the water play features (e.g. water spouts and fountains).  Based on the preliminary design, no additional stormwater collection facilities would be required for the conveyance of freshwater supply for the proposed water play features.  DSD Practice Note (PN) No. 3/2021 “Guidelines on Design for Revitalisation of River Channel” lays out the Water Quality Goals (WQGs) for primary contact recreation (type 3 designated use) at revitalised river channel.  A more stringent treatment standard will be adopted for the water supply for the proposed water play features that in addition to fulfilling the relevant WQGs for type 3 designated use, E. coli bacteria should be non-detectable (in cfu/100 mL, calculated as the geometric mean of all samples collected in one calendar year) in the treated water.  There would also be provision of proper signage and deployment of specific management personnel to ensure safe and appropriate usage of the water play features.  The water play features will be closed when the disinfection system is not under normal operation, under maintenance or when the treatment standard as specified in the post-revitalisation water quality monitoring programme established and implemented by DSD is not compiled with.  The detailed designs of the UV disinfection system and water play features would be conducted in the next stage of the Project in consultation with relevant Government authorities and reference would be made to other existing water play features in Hong Kong (e.g. splash pads, water cascade facilities, water jets and spray grounds etc.). 

15.2.2.4        The riparian walkway and amenity areas would be properly designed to restrict public access / physical contact to the water body, i.e. the low flow channel, and to ensure public safety (e.g. elevated walkway design, fencing, provision of warnings / signage, deployment of specific management personnel etc.).  In particular, it should be noted that neither the water from the revitalised nullah with improved water quality or the water play features utilising treated freshwater shall be used for human or animal consumption, bathing or showering, food preparation / washing.  Channel management system, as well as rain detection, safety and flood warning system (e.g. water level sensor at the low flow channel) will be adopted and managed by the DSD and access to the riparian walkway and amenity areas [provided with water play features] will be closed in case of foreseeable flooding at the nullah bed or under extreme weather conditions. 

Greening Enhancement

15.2.2.5        The existing concrete nullah of TWN will be resurfaced with layer of vegetation, which will enhance both the aesthetic and ecological values of TWN.  Greening of the nullah bed and along its banksides, such as provision of emergent wetland planting (e.g. reed and other aquatic herbs), mangroves, climbing plants, tree and / or grasscrete etc, will be provided.  The existing mature trees growing by the banksides along the nullah will be retained, and additional tree planting will be provided along the nullah.  The existing planters will also be modified to beautify the footpath along TWN.

Ecological Enhancement

15.2.2.6        The existing TWN is of low ecological value in view of its concrete-lined channel bed and bank, as well as its limited baseflow, especially in dry season (i.e. from November to March).  With the proposed modification of the existing stilling basin (part of channel bed modification works) and the installation of the underground water pumps installed by the bankside near mid-stream of TWN for associated water retention and supplement, ecological features will be viable to improve and create aquatic and terrestrial habitats, enhancing its ecological values.

 

15.2.3            Key Environmental Problems Avoided and Compensation Area Included

Avoidance of Natural Habitats

15.2.3.1        All identified natural watercourses are located in the upper catchment of TWN and outside of the Project site.  All natural watercourses and other natural habitats been avoided under the revitalisation design.

Avoidance and Minimisation of Impacts to Roosting Ardeids

15.2.3.2        Ardeid night roost was recorded along Shing Mun River nearby the Project, including the mature trees alongside Man Lai Court and Sha Tin Government Secondary School (Section 9 refers).  The ardeid night roosts in vicinity of the Project have been avoided under the revitalisation design.  Under the revitalisation design, existing concrete channel bank and existing vehicular access at downstream section of TWN would also be modified into a mix of stepped terrace and slope at water edge to enhance foraging / pre-roost habitats for waterbirds (e.g. ardeids).

15.2.3.3        No construction works within the nullah in Section 1 (channel bed modification and desilting at downstream tidal zone) should be undertaken from 16:30 to 07:30 during dry season (October to March) and from 17:00 to 07:00 during wet season (April to September) in order to minimise the potential disturbance to pre-roosting / night-roosting ardeids.   A pre-construction ardeid survey should be conducted for areas within 100m from the Project site to confirm the location and status of the night roost.  No construction works with PME should be undertaken within 100m from any night roost should be undertaken from 16:30 to 07:30 during dry season (October to March) and from 17:00 to 07:00 during wet season (April to September) to avoid disturbance for all work sections 1 – 6 of TWN.

Protection of Mature Vegetation along TWN

15.2.3.4        There are existing mature trees along TWN on pedestrian road within the Project site.  Although these tree species are not of conservation importance, the tree specimens are mature with good foliage and tree crown that can potentially provide habitat for fauna species, e.g. ardeid night roost.  These mature trees will therefore be retained under the revitalisation design.

Avoidance of Constructions Works within Nullah during Wet Season

15.2.3.5        The construction work within the nullah, including (including construction of energy dissipation structures), construction of DWFI system along the nullah, underground water pipes along the nullah, construction of riparian walkway and amenity areas, and desilting works at downstream tidal zone, will only be undertaken during dry season when water is limited to low flow channel.  In addition, site demarcation and flow diversion as detailed in Section 5.8 will be implemented to avoid release of sediments/other pollutants into receiving waters.

Minimisation of Construction Disturbances

15.2.3.6        The Project site will be divided into six sections to be constructed in sequence starting from downstream TWN and the construction works within each section will be undertaken by parts to reduce the construction impacts on nearby sensitive receivers as compared to constructing simultaneously in adjoining sections and areas.  Construction works outside the nullah such as walkway improvement will be scheduled to avoid overlapping with works within the nullah to avoid heavy construction activities concentrating in a certain area over any period.

15.2.3.7        As the Project would not cause any loss of habitat of conservation importance, no compensation area is recommended.

15.2.4            Environmental Benefits of Environmental Protection Measures Recommended

15.2.4.1        Environmental benefits of environmental protection measures recommended in this EIA Report are summarised below.  No environmental disbenefits would be envisaged from the proposed revitalisation works.

Air Quality Impact

15.2.4.2        The potential air quality impacts arising from the construction of the Project would be related to fugitive dust emissions from construction works and gaseous emissions from the use of PME, and odour nuisance from desilted / excavated materials generated during the desilting at downstream tidal zone / excavation works in the nullah.  In view that the construction works of the Project would be conducted in section which is small in scale, the air quality impacts would be localised and minor, and would be well controlled through the implementation of good site practices and dust suppression measures stipulated in the Air Pollution Control (Construction Dust) Regulation as well as the proposed good site practices to minimise the exhaust emissions from NRMMs and odour nuisance from handling of desilting/excavated materials.  No adverse air quality impact due to the construction of the Project would therefore be anticipated.  Nonetheless, dust monitoring is recommended during construction phase to ascertain that there would be no adverse cumulative dust impacts at the nearby sensitive receivers.  Regular weekly site audit is also recommended to be carried out during construction phase in order to confirm that the mitigation measures are properly implemented and are working effectively. 

15.2.4.3        With the introduction of the DWFI system and treatment wetlands to intercept/polish the existing polluted discharges at the drainage outlets along TWN, as well as modification of channel bed downstream of TWN’s broad-crested weir at its confluence with Shing Mun River near Man Lai Court to minimise excessive accumulation of silts brought by tidal influence, the odour nuisance of TWN would be alleviated as a result of the operation of the Project.  Any odour emission generated from exposed desilted materials during the routine maintenance works would be temporary and confined to the areas of maintenance works that it would be well-controlled through good site practices.  No adverse air quality impact due to the operation of the Project would be anticipated.

Noise Impact

15.2.4.4        Noise impact would arise from the use of powered mechanical equipment during construction phase.  With the proper implementation of the recommended mitigation measures such as use of quality powered mechanical equipment (PME) / quieter construction method and movable noise barriers, implementation of good site practice and proper scheduling construction activities during examination period of TWGHs Tsoi Wing Sing Primary School, Buddhist Wong Wan Tin College and TWGHs Sin Chu Wan Primary School, the mitigated cumulative noise levels at all NSRs would comply with the noise criteria set out in the EIAO-TM.  No adverse noise impact is anticipated during the construction phase of the Project. 

15.2.4.5        During operational phase, fixed plant noise from the operation of the proposed underground water pumps at mid-stream of TWN for ecological enhancement associated water supplement and the proposed UV disinfection system for riparian amenity area would be the major source of noise impacts based on the current design.  The noise impact associated with the operation of the Project has been assessed based on the design information provided by the Project Engineer at the time of the assessment.  The assessment result indicated that the predicted fixed plant noise levels at all representative NSRs would comply with the noise criteria.  No adverse noise impact would be anticipated during operational phase of the Project.  Commissioning test should be conducted prior to operation of the Project to ensure that the fixed plant noise impact would comply with the relevant noise standards.

Water Quality Impact

15.2.4.6        The key issues of the land-based construction works include construction works at and in close proximity to TWN / inland water, wastewater generated from general construction activities, construction site runoff, sewage from construction workforce and accidental spillage of chemicals.  The potential water quality impacts could be avoided and minimised by implementing the recommended pollution control measures.  No adverse water quality impact during construction phase would be anticipated.  Regular site audit should be undertaken routinely to inspect the construction activities and works area to ensure the recommended measures are properly implemented.

15.2.4.7        The potential sources of water quality impacts during the operational phase would be related to non-point source surface / irrigation runoff, routine maintenance works (maintenance desilting and minor maintenance to DWFI system), potential changes in hydrodynamics properties and hydrology, and potential changes in hydrodynamics properties and hydrology, and water quality impact from riparian public open space (including operation of UV disinfection system and water play features in amenity area).  Adequate drainage system with silt traps and oil interceptors should be incorporated into the proposed works to collect the surface / irrigation runoff or runoff from riparian public open space.  With proper design of drainage system and implementation of the recommended pollution control measures, no adverse water quality impact from non-point source surface / irrigation run-off or runoff from riparian public open space would be expected.  No adverse water quality impacts would be expected to occur at any identified WSRs due to the small-scale and infrequent routine maintenance works to remove excessive silts, debris and any obstructions for safeguarding the hydraulic capacity of the nullah, which practices and frequencies would be similar to the ones undertaken by DSD along TWN under existing arrangement. 

15.2.4.8        Despite the reduced environmental baseflow at the nullah due to the interception of the flow with heavily polluted discharges by the DWFI system, with the provision of treatment wetland for in-situ polishing of non-intercepted flow with less polluted discharges, the polished flow could serve as a part of the environmental flow to sustain the ecological function of the flora and fauna and habitat processes present within the revitalised TWN.  Furthermore, owing to the water retention and replenish designs and ecological enhancement features (e.g. wetland habitats created) within the nullah, average flow rate would remain similar to baseline condition and no unacceptable impacts on hydrodynamics properties and hydrology would be anticipated.  Furthermore, with the modification of channel bed and realignment of low flow channel at downstream TWN near its confluence with Shing Mun River near Man Lai Court, the sedimentation before the low flow channel caused by tidal influence and uneven surface  and flat gradient in front of the broad-crested weir at would be greatly improved.  No adverse water quality impact during the operational phase would therefore be anticipated.  Regular weekly site audit during the construction phase is proposed to inspect the construction activities and works area to ensure the recommended pollution control measures are properly implemented. 

15.2.4.9        While the Project is expected to improve the overall water quality of TWN and environmental monitoring for water quality is not considered necessary for the operational phase under this EIA study, a post-revitalisation water quality monitoring programme to review compliance with the Water Quality Goals as stipulated in DSD PN No. 3/2021 will be established and implemented by the DSD.

Waste Management Implications

15.2.4.10      During construction phase, waste types generated from the Project are likely to include C&D materials from construction activities, chemical wastes from maintenance and servicing of construction plants and vehicles, desilted materials from desilting works at downstream tidal zone, and general refuse from workforce.  In view of the nature and limited scale of the Project, the quantity of waste arisings would not be substantial.  However, improper handling, collection, transportation and re-use / disposal of the wastes would likely give rise to hygiene problems and adverse environmental impacts, e.g. odour nuisance to local residents, and contamination of the nearby watercourses.  Provided that these wastes are handled, transported and disposed of according to the recommended good site practices and measures, no adverse environmental impacts (including potential hazard, air and odour emissions, noise and wastewater discharges) would be anticipated during the construction phase.

15.2.4.11      The main waste types generated from the operation of the Project would be silt, debris, screening and limit amount of chemical waste from the routine maintenance of the DWFI system and nullah as well as desilted materials from maintenance desilting works.  The maintenance practices would be similar to the existing maintenance works undertaken by the DSD.  With implementation of the good waste management practices, adverse environmental impacts (including potential hazard, air and odour emissions, noise and wastewater discharges) and public transport impact would not be anticipated during operational phase.  General refuse would also be generated from the visitors of the revamped public open space along TWN.  Provided that sufficient number of trash bins and recycling bins have already been provided and would be retained for the collection of general refuse generated by visitors along TWN, no unacceptable environmental impact and public transport impact would be anticipated.

Land Contamination

15.2.4.12      Based on the findings of the site appraisal, no adverse land contamination impact arising from Project is anticipated.  No further site investigation works at the Project site is required.  Thus, no Contamination Assessment Plan / Contamination Assessment Report / Remediation Assessment Plan are required.

Sewerage and Sewage Treatment Implications

15.2.4.13      A DWFI system is proposed to improve the water quality in the TWN with intercepted dry weather flow estimated to be at 2,850 m3/day.  An additional toilet facility for the visitors in Tai Wai Nullah located near Pok Ngar Villa with negligible additional sewage flow has also been proposed.  The sewage impact assessment indicated that existing sewerage system has sufficient capacity to take up the additional dry weather flow intercepted by the DWFI system and proposed toilet facility.  Thus, no mitigation measures are required.  No adverse sewerage impact arising from the Project is anticipated.

Ecological Impact (Terrestrial and Marine)

15.2.4.14      A total of nine habitat types were recorded within the 500 m assessment area from recent surveys, including woodland, mixed woodland, plantation, grassland, reservoir, village/ orchard, developed area/ wasteland, natural and modified watercourses.  Dominant habitat types recorded within the Project site included developed area and modified watercourse, which are of low ecological values except for limited sections of the TWN found to support some wetland vegetation and/or support pre-roost congregation of ardeids and other wetland birds.  These habitats were considered of low to moderate ecological value.  Species of conservation importance recorded within the assessment area included eight flora, twelve avifauna, eight mammals, four herpetofauna, five butterflies, two odonates and two freshwater species.  Among these species, only eight avifauna, two mammal, four butterfly species of conservation importance were recorded within the Project site.

15.2.4.15      Marine habitats within the assessment area included subtidal hard substrata, soft bottom, and intertidal habitats, which are all of low ecological value.  As the Project site is located far from marine habitats (>5.55 km), no direct impacts to marine habitats are anticipated, and indirect impacts are considered negligible.

15.2.4.16      Modified watercourses within the assessment area [especially alongside downstream TWN from Man Lai Court Block 1 and 2 (Section 1) to Hong Kong Heritage Museum] supported large number of wetland birds dominated by ardeids, with over 100 individuals congregating on the concrete access ramps as a pre-roost in the dry season.

15.2.4.17      Whereas ardeid night roost is located within developed areas within the assessment area, mature trees on the northern bank of Shing Mun River Channel (from Block 3 of Man Lai Court to Sha Tin Government Secondary School).  Significantly lower abundance of ardeids were recorded during wet season.  No breeding or nursery behaviour of any wetland avifauna species was identified within the assessment area.

15.2.4.18      No direct impacts to natural habitats within the assessment area are anticipated for the Project.  Direct impacts arising from the proposed works would be limited to the temporary loss (about 11.1ha) of modified watercourse and developed area.  Given the relatively low to moderate ecological value of affected habitats, the small area affected, and the temporary nature of the impact, direct impacts are expected to be Minor except for minor-moderate scale impacts to two small stretches of the TWN supporting some wetland vegetation and ardeid pre-roosting site.  All affected areas will be reinstated and enhanced in terms of ecological value as part of the Project.  Avoidance measures (e.g. restriction of construction hours, protection of mature trees along the nullah and avoidance of encroachment of ardeids night roosting sites) would be implemented to preserve the day roosting and night roosting habitats for bats and ardeids respectively.  Floating platforms would be installed downstream of the Project site (in the Shing Mun River Channel) to compensate for temporary loss of the pre-roosting site.

15.2.4.19      Indirect impacts during the construction phase would comprise of human disturbance, construction noise, dust and site run-off.  With proper implementation of the recommended mitigation measures and good site practices, no significant adverse ecological impact is anticipated.  With ecological enhancement measures incorporated into revitalisation design of TWN and with restriction of public access in Section 1, nature of disturbance during operational phase would be minimal compared to existing baseline condition.  Net positive ecological outcome would be result from the created and enhanced wetland habitats.  No unacceptable adverse residual impacts would therefore be expected during both construction and operational phase.

15.2.4.20      Ecological monitoring of ardeid usage of the active pre-roosting and roosting sites confirmed by the pre-construction ardeid survey, and of the proposed temporary floating pontoons has also been recommended.  Remedial actions can then be recommended, where appropriate, based on the impact monitoring results.  Monthly site audit should also be carried out throughout the construction phase to ensure recommended avoidance / pollution control measures are fully implemented. 

15.2.4.21      Ecological enhancement designs have been incorporated into the revitalisation plan to promote ecological value of the Project, as well as enhancement measures and good site practices to further minimise any potential environmental impacts.  The proposed revitalisation plan for TWN should seek to find a balance between design for local communities’ requirements (e.g. aesthetics, recreation/leisure and access) and ecological enhancement.  Ecological enhancement could be achieved by incorporating habitat creation within and along the TWN to improve the overall ecological value of the Project site.  The design should not result in disturbance impacts on surrounding habitats and fauna utilising the nullah.  Upon completion of revitalisation for TWN, ecological value of the Project site is anticipated to be improved by ecological enhancement measures incorporated into the design.  A post-enhancement ecological monitoring programme would be developed and implemented by the DSD to review effectiveness of these enhancement measures (e.g. creation of wetland habitats, vegetation planting and specific enhancement measures for identified species).  The programme shall aim to record the overall ecological condition of the Project site, including but not limited to the followings: quality of the created habitats and enhancement elements, usage by targeted fauna species and vegetation conditions.  Maintenance and management requirements for TWN would be adjusted accordingly based on the monitoring results. 

Fisheries Impact

15.2.4.22      The Project would only involve construction works within the Project area (existing TWN and developed area alongside).  No loss of fishing grounds and mariculture areas are anticipated within the assessment area.  With the implementation of the recommended water pollution control measures, the Project would not cause any unacceptable indirect impacts to fishing grounds and mariculture areas on fisheries within the assessment area during both construction and operational phases.

Cultural Heritage Impact

15.2.4.23      Direct impacts from damages through contacting with construction machineries and site negligence might be anticipated for Gatehouse of Pok Ngar Villa (new item pending for grading assessment) within the Project site during construction phase.  Indirect impacts of ground-borne vibration would also be anticipated for Gatehouse of Pok Ngar Villa (New Item Pending for Grading Assessment), Li Cottage (Grade 1), Nos. 1-3 First Street, Tai Wai (Grade 3) and Entrance Gate, Chik Chuen Wai (Grade 2) during construction phase.  Appropriate mitigation measures including pre- and post-condition surveys, buffer zone and monitoring of vibration, settlement and tilting incorporated with AAA system for the concerned buildings have been recommended for the built heritages impacted by the Project.

15.2.4.24      A Declared Monument, Old House, Wong Uk Village, is located within 300m of the discharge area from the revitalised TWN, and located at about 1.8km from the nearest site boundary.  As the proposed works are mostly situated within the TWN and there is substantial separation distance between the Old House and the proposed works, no direct and indirect impacts on the Old House would be anticipated during the construction and operation phases of the Project.

15.2.4.25      As no archaeological potential exists within the site boundary, and no sites of archaeological interest (SAI) is identified within 300m from the site boundary, no impact to archaeology would be anticipated during the construction and operational phases of the Project.

Landscape and Visual Impacts

15.2.4.26      construction phase, the proposed channel modification and construction of DWFI system and mid-stream water pumps for ecological enhance associated water supplement will be constructed inside the existing Tai Wai Nullah, while some proposed architectural structures will be constructed at the roadside for enhancement of public open space which may impose visual impact to adjacent VSRs.  Based on the broad-brush tree survey, amongst the 254 nos. of surveyed trees, 202 nos. are proposed to be retained, including all existing mature trees growing along the nullah.  According to the latest tree treatment proposal, 1 no. of tree of common species (i.e. Sterculia lanceolata) will be transplanted on-site, and 13 nos. of common species of trees (i.e. Ficus elastica, Ficus subpisocarpa and Sterculia lanceolata) and 38 nos. of undesirable species (i.e. Leucaena leucocephala) are proposed to be removed.  As stipulated in DEVB TC(W) No. 4/2020, “…the number of compensatory trees onsite and offsite shall not be lower than that of number of trees removed including dead trees, but excluding trees of undesirable species...”, therefore, compensation of the undesirable Leucaena leucocephala would not be required and only 13 nos. of trees would need to be compensated.  Nonetheless, to compensate the loss of existing trees and to further enhance greening and the amenity value to vicinity of site, approximately 28 nos. of heavy standard compensatory trees are proposed to be planted at available planting area on-site.  With proper implementation of mitigation measures, all affected LRs and LCAs would have “moderate” to “insignificant” adverse landscape impacts whilst all affected VSRs would have “slight” or “insubstantial” adverse visual impacts except for T2 which would have “moderate” adverse impacts during construction phase.  During operational phase with implementation of mitigation measures, there will be “insubstantial” residual visual impacts for most of the VSRs except for T2, which will have “slight” residual impact significance upon completion of mitigation measures (OM1, OM2, OM4 & OM5) at Day1 and at Year 10 of operational phase.  The provision of new landscaping works and recreational facilitate along the nullah proposed in this Project can have beneficial impact to the VSRs throughout the operational phase. 

15.2.4.27      Tai Wai Nullah will be revitalised with architectural and landscape features aimed at promoting water friendliness and providing an enhanced green and ecological environment.   The proposed architectural and landscape features and modified channel bed would be the key sources of visual and landscape changes during operation.  With proper implementation of landscape and visual measures, namely greening enhancement along channel bed and embankment, provision of recreational opportunity along nullah, sensitive and aesthetically pleasing design, re-provision of affected open space, the landscape and visual impacts are considered as acceptable in accordance to Annexes 10, 11 and 18 of the EIAO-TM.

15.3                Summary of Key Environmental Impacts

15.3.1.1        A summary of environmental impacts for the environmental issues in this EIA is presented in Appendix 15.2.

 

15.4                Summary of Alternative Options and Mitigation Measures

15.4.1.1        A summary of alternative development options and environmental benefits and disbenefits of different mitigation options is presented in Section 2.4.

 

15.5                Overall Conclusion

15.5.1.1        The findings of this EIA have provided information on the nature and extent of environmental impacts arising from the construction and operation of the Project.  The EIA has, where appropriate, identified mitigation measures to ensure compliance with the relevant environmental legislation and standards.  The EIA report has meet the requirements of the EIAO-TM and EIA Study Brief No. ESB-320/2019 for the Project.

15.5.1.2        Overall, the EIA Report has predicted that the Project would be environmentally acceptable with the implementation of the proposed mitigation measures for the construction and operational phases.  An environmental monitoring and audit programme has been recommended to ensure the effectiveness of recommended mitigation measures.