Appendix 5

Appendix 5

PRELIMINARY ENVIRONMENTAL REVIEW

S16 Planning Application for Proposed Public Vehicle Park (excluding Container Vehicle) and Reprovisioning of Permitted Sport Facilities

Preliminary Environmental Review (Revision 2)

Dec. 2021

WSP (Asia) Limited 7/F One Kowloon 1 Wang Yuen Street Kowloon Bay, Hong Kong Tel +852 2579-8899 Fax +852 2856-9902 wsp.com

Date Revision Prepared by Checked by Authorised by

Jul 2021 Rev 0 Jessica Yu

C. K. Chan James Xiong

Nov.2021 Rev 1 Jessica Yu


Dec.2021 Rev 2 Jessica Yu


1 INTRODUCTION ............................................................... 1

2 PROJECT DESCRIPTION ............................................ 2

3 AIR QUALITY IMPACT ASSESSMENT ................... 4

4 NOISE IMPACT ASSESSMENT ............................... 12

5 WATER QUALITY IMPACT ASSESSMENT ........ 23

6 WASTE MANAGEMENT IMPLICATIONS ............. 33

7 LAND CONTAMINATION REVIEW ......................... 42

8 CONCLUSION .................................................................. 47

TABLES

FIGURES

FIGURE 2.1 LOCATION OF THE PROJECT FIGURE 3.1 ASSESSMENT AREA FOR AIR QUALITY IMPACT

ASSESSMENT FIGURE 3.2 LOCATIONS OF REPRESENTATIVE AIR SENSITIVE

RECEIVERS FIGURE 3.3 HKPSG BUFFER DISTANCE FOR VEHICULAR EMISSION FIGURE 4.1 LOCATION OF PREVAILING BACKGROUND NOISE

MEASUREMENT FIGURE 4.2 ASSESSMENT AREA FOR NOISE IMPACT ASSESSMENT FIGURE 4.3 LOCATIONS OF REPRESENTATIVE NOISE SENSITIVE

RECEIVERS FIGURE 4.4 LOCATIONS OF EXISTING AND PLANNED NOISE SOURCES FIGURE 5.1 WATER SENTIVIE RECEIVERS

APPENDIX

APPENDIX 3.1 CONFIRMATION ON ROAD TYPE FROM TD APPENDIX 7.1 HISTORICAL AERIAL PHOTOS APPENDIX 7.2 PREVIOUS GI WITH POND DEPOSIT APPENDIX 7.3 CURRENT SITE PHOTOS APPENDIX 7.4 GOVERNMENT RECORD APPENDIX 7.5 CHEMICAL WASTE PRODUCERS

TABLE OF CONTENTS

S16 Planning Application for Proposed Public Vehicle Park

(excluding Container Vehicle) and Reprovisioning of Permitted

Sport Facilities

Ref: 2535628A-PER (Rev.2)

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1 INTRODUCTION 1.1 General 1.1.1 Townland Consultants Limited has commissioned WSP (Asia) Ltd to conduct a Preliminary

Environmental Review (hereinafter called “PER”) to support S16 Planning Application for Proposed Public Vehicle Park (excluding Container Vehicle) and Reprovisioning of Permitted Sport Facilities. This report would assess the environmental impact with respect to the re-development of Sports Facilities with Public Vehicle Park in Tung Tau Industrial Area (hereafter the “the Project”).

1.2 Objective of this Preliminary Environmental Review (PER) 1.2.1 The aims of this PER comprise the following: -

(a) Identify and describe elements of community and environment likely to be affected by the Project;

(b) Identify emission sources (including air quality, noise, water quality and waste management) and determine the significance of impacts on sensitive receivers and potential affected uses; and

(c) Propose mitigation measures to minimize pollution, environmental disturbance and nuisance during the construction phase and operational phase of the Project.

1.3 Structure of Report 1.3.1 This PER Report contains the following sections in addition to this introduction (Section 1):

• Section 2 presents a description of the Project;

• Section 3 presents the Air Quality Impact Assessment;

• Section 4 presents the Noise Impact Assessment;

• Section 5 presents the Water Quality Impact Assessment;

• Section 6 presents the Waste Management Implications;

• Section 7 presents the Land Contamination Review;

• Section 8 presents the Conclusions of the PER.



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2 PROJECT DESCRIPTION 2.1 Project Background 2.1.1 The Project is located in Tung Tau Industrial Area, Yuen Long. It mainly surrounded by industrial

buildings (e.g. Mansfield Industrial Centre, Golden Tower Industrial Building, Tsun Mee Industrial Building, etc.) and medium to high-rise residential buildings (e.g. The Parcville, One Regent Place and Kwan Lok Sun Chuen). The area of the Project Site is approximately 1.4 hectares.

2.1.2 The Subject Site currently falls within an area zoned “Open Space” (O) under the Approved Yuen Long Outline Zoning Plan No. S/YL/25.

2.1.3 The Project Site is located north-west of One Regent Place and Kwan Lok Sun Chuen.

2.1.4 Nearby road networks include Po Yip Street, Hong Yip Street, Wang Yip Street East and Keung Yip Street. Location of the Project is shown in Figure 2.1.

Figure 2.1 Location of the Project

2.1.5 A Preliminary Environmental Review (PER) shall be prepared to ascertain the environmental acceptability of the Project.

2.1.6 The re-development of sports facilities is not classified as a designated project under the Environmental Impact Assessment Ordinance (EIAO) (Cap. 499).

2.2 Proposed Development 2.2.1 The proposed development is a re-development of Tung Tau Industrial Area Playground with

incorporation an underground public vehicle park (PVP) and demolition of existing facilities for reprovisioning and replacement.



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2.2.2 The incorporation of PVP accommodates about 190 parking spaces, including 80 private cars, 100 commercial vehicles and 10 motorcycles.

2.2.3 The reprovisioning and replacement of existing facilities are summarised below:

• One 7-a-side hard-surfaced soccer pitch cum handball court;

• One multi-purpose hard-surfaced court, including one 7-a-side hard-surfaced soccer pitch or two 5-a-side soccer pitches or two handball courts;

• Two basketball courts;

• Retractable spectator stand of at least 300 seating capacity;

• A service block with toilets, changing rooms, shower facilities and E&M plant rooms; and

• Other ancillary facilities including the fitness equipment and landscaped areas with sitting-out facilities.

2.3 Development Schedule 2.3.1 The commencement of construction is Year 2023. The proposed development will be completed and

in operation by Year 2026.

Table 2.1 Development Schedule

Development Parameters Proposed Development Application Site Area About 14,417 m2 Proposed Public Open Space About 13,789 m2 for sports facilities Greenery Ratio About 20 % Site Volume (for underground structures)

About 78,000 m3 for underground public vehicle park

Site Coverage - At-grade structures Approx. 4.4 % No. of Blocks 1 No. of Storeys 1 storey E/M service block

1 storey underground public vehicle park Maximum Building Height at-grade

Approx. 8.85 mPD

Building Height (in MPD) E/M & Service Block Approx. 8.85 mPD Site Formation and Levels of Developments

Underground Vehicle Park The lowest formation level: approx -1.3 mPD

No. of Car Parking Spaces Private Car 80 (EV charging device and enabling works to follow

relevant green government buildings technical circular and memo)

Motorcycle 10 Light Bus 20 LGV 20 MGV/HGV 50 Coach 10 Operating Hour 24-hour basis for public vehicle park

7 am to 11 pm daily for public sports facilities



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3 AIR QUALITY IMPACT ASSESSMENT 3.1 Introduction 3.1.1 This section presents the assessment of potential air quality impacts associated with the construction

and operation phases of the Project. Dust generated from construction activities is the primary concern during the construction phase. Recommendations for proper mitigation measures have also been made, where necessary, to minimize the potential construction air quality impacts. During operation phase, no pollution sources associated with the Project would be anticipated.

3.2 Assessment Criteria and Guidelines 3.2.1 The assessment is carried out in accordance with the relevant criteria and standards as specified in

the following legislation and guidelines for evaluating air quality impacts:

• Air Pollution Control Ordinance (APCO) (Cap. 311);

• Air Pollution Control (Construction Dust) Regulation;

• Air Pollution Control (Smoke) Regulation;

• Air Pollution Control (Non-road Mobile Machinery) (Emission) Regulation; and

• Hong Kong Planning Standards and Guidelines (HKPSG).

Air Quality Objectives (AQO) in Air Pollution Control Ordinance (APCO)

3.2.2 The principal legislation for the management of air quality is the APCO. It specifies AQOs which stipulate the statutory limits of air pollutants and the maximum allowable numbers of exceedance over specific periods.

3.2.3 The Air Pollution Control (Amendment) Ordinance 2021 (Commencement) Notice, which seeks to appoint January 1, 2022, as the day on which the Air Pollution Control (Amendment) Ordinance 2021 (the Amendment Ordinance) comes into operation, was approved by the Legislative Council on June 23, 2021. The Amendment Ordinance tightens three air quality objectives (AQOs), namely the 24-hour AQO for sulphur dioxide (SO2) and the annual and 24-hour AQOs of fine suspended particulates (FSP/PM2.5) stipulated in Schedule 5 to the Air Pollution Control Ordinance (APCO) (Cap. 311). The prevailing AQOs are listed in Table 3.1.

Table 3.1 Air Quality Objectives

Pollutant Averaging Time AQO concentration [i] (µg/m³)

Allowable number of exceedance

Sulphur Dioxide (SO2)

10 minutes [ii] 500 3

24 hour 125 3

50 [vi] 3

Respirable Suspended Particulates (PM10)

24 hour [iii] 100 9

Annual [iv] 50 Not Applicable

Fine Suspended Particulates (PM2.5)

24 hour

75 9

50 [vi] 18 [vii]

50 [vi] 35

Annual [v] 35 Not Applicable

25 [vi] Not Applicable

1 hour 200 18



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Pollutant Averaging Time AQO concentration [i] (µg/m³)

Allowable number of exceedance

Nitrogen Dioxide (NO2) Annual 40 Not Applicable

Carbon Monoxide (CO)

1 hour 30,000 0

8 hour 10,000 0

Ozone (O3) 8 hour 160 9

Lead Annual 0.5 Not Applicable Note: [i] All measurements of the concentration of air pollutants, i.e., sulphur dioxide, nitrogen dioxide, ozone and carbon monoxide, are to be adjusted to a reference temperature of 293Kelvin and a reference pressure of 101.325 kPa [ii] Conversion factor for stability classes is multiplied to the 1-hr average of SO2 as per EPD’s Guideline Estimation of 10-min average SO2 Concentration for Air Quality Assessment [iii] Adjustment concentration of 11.0μg/m3 is added as per EPD’s Guidelines on Choice of Models and Model Parameters [iv] Adjustment concentration of 10.3μg/m3 is added as per EPD’s Guidelines on Choice of Models and Model Parameters [v] Adjustment concentration of 3.5μg/m3 is added as per EPD’s Guidelines on Choice of Models and Model Parameters [vi] New AQOs to implemented at Jan 2022. [vii] 18 times of allowed exceedance is for government project.

Air Pollution Control (Construction Dust) Regulation

3.2.4 The Air Pollution Control (Construction Dust) Regulation enacted under the APCO defines notifiable and regulatory works activities that are subject to construction dust control, as listed below:

3.2.5 Notifiable Works:

• Site formation

• Reclamation

• Demolition of a building

• Work carried out in any part of a tunnel that is within 100 m of any exit to the open air

• Construction of the foundation of a building

• Construction of the superstructure of a building

• Road construction work

3.2.6 Regulatory Works:

• Renovation carried out on the outer surface of the external wall or the upper surface of the roof of a building

• Road opening or resurfacing work

• Slope stabilisation work

• Any work involving any of the following activities:

▪ Stockpiling of dusty materials

▪ Loading, unloading or transfer of dusty materials

▪ Transfer of dusty materials using a belt conveyor system

▪ Use of vehicles

▪ Pneumatic or power-driven drilling, cutting and polishing

▪ Debris handling

▪ Excavation or earth moving

▪ Concrete production



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▪ Site clearance

▪ Blasting

3.2.7 Notifiable works require that advance notice of activities shall be given to EPD. The Air Pollution Control (Construction Dust) Regulation also requires the works contractor to ensure that both notifiable works and regulatory works are conducted in accordance with the Schedule of the Regulation, which provides dust control and suppression measures.

Air Pollution Control (Smoke) Regulation and Air Pollution Control (Non-road Mobile Machinery) (Emission) Regulation

3.2.8 The Air Pollution Control (Smoke) and Air Pollution Control (Non-road Mobile Machinery) (Emission) Regulations come into effects to control the emissions from diesel powered engines and limited amount of diesel-powered mechanical equipment will be used on-site during construction phase.

Hong Kong Planning Standards and Guidelines (HKPSG) for Roads

3.2.9 Chapter 9 of the HKPSG stipulates the buffer distance requirements between the Air Sensitive Receivers (ASRs) of proposed development and the surrounding roads. The minimum buffer distances for different types of road are summarized in Table 3.2 below.

Table 3.2 Required Minimum Buffer Distances between ASRs and Roads Type of Road Minimum Buffer Distance (m)

Trunk Road and Primary Distributor >20

District Distributor >10

Local Distributor >5

3.3 Existing Ambient Air Quality 3.3.1 Existing air quality of the project area was determined through a thorough review of EPD’s routine

air quality monitoring data collected in between Year 2016 to 2020. The nearest EPD air quality monitoring station (AQMS) is Yuen Long AQMS at Yuen Long District Office, 269 Castle Peak Road with sampling height above ground of 25m. The air quality monitoring data for Respirable and Fine Suspended Particulates, Nitrogen Dioxide, Sulphur Dioxide and Ozone are summarised in Table 3.3.

3.3.2 Most of the air pollutants meet the air quality objectives except for annual average concentration of Nitrogen Dioxide in 2016-2019 and Ozone in 2017-2019.



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Table 3.3 EPD Annual Average Concentration at Yuen Long Monitoring Station (2016-2020)

Pollutant Averaging Time

Concentration Limits

(μg/m3)

Concentration (μg/m3) Remark

2016 2017 2018 2019 2020 Respirable Suspended Particulates (PM10) [i]

24-hour 100 86 87 75 83 77 10th highest conc.

Annual 50 37 40 37 37 30 NA Fine Suspended Particulates (PM2.5) [i]


Annual 35 23 22 20 20 16 NA Nitrogen Dioxide (NO2) [i]


Annual 40 46 41 43 44 32 NA

Sulphur Dioxide (SO2) [i]

10-minute 500 58 80 52 42 26 4th highest conc.


Ozone (O3) [i] 8-hour [ii] 160 143 175 162 200 154

10th highest conc.

Note: [i] Bolded concentrations indicate exceedance of the air quality objectives [ii] Daily maximum running 8-hour

3.4 Air Sensitive Receivers 3.4.1 The assessment area for the air quality impact assessment shall generally be defined by 500m away

from the boundary of the Project site as shown in Figure 3.1

3.4.2 In accordance with Annex 12 of the EIAO-TM, Air sensitive receivers (ASRs) include domestic premises, hotel, hostel, hospital, clinic, nursery, temporary housing accommodation, school, educational institution, office, factory, shop, shopping centre, place of public worship, library, court of law, sports stadium or performing arts centre. Any other premises or places that, in terms of duration or number of people affected, have similar sensitivity to the air pollutants as the abovementioned premises and places are also considered as a sensitive receiver.

3.4.3 The ASRs have included existing, planned/committed air quality sensitive developments and relevant uses earmarked on the latest Outline Zoning Plans (OZP), Outline Development Plan (ODP) and relevant land use plans published by Land Department. The first layer of ASRs around the Project Site has been selected as representative ASRs and summarized in Table 3.4. The locations of ASRs and the boundary of 500 m assessment area are shown in Figure 3.2.



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Figure 3.1 Assessment Area for Air Quality Impact Assessment

Figure 3.2 Locations of Representative Air Sensitive Receivers



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Table 3.4 Representative ASRs within 500m Assessment Area

ASR ID Description Type of Use [1]

Existing/ Planned

Horizontal Distance from

the Project Boundary (m)

A1 The Parcville R Existing 69

A2 Cumberland Presbyterian Church Yao Dao Secondary School E Existing 137

A3 One Regent Place R Existing 44

A4 Chung Sing School E Existing 214

A5 Yuen Kwan Tai Temple W Existing 246

A6 Kwan Lok Sun Chuen R Existing 62

A7 Keung Yip Street Rest Garden Rec

Existing 33

A8 Wang Fu Court R Existing 215

A9 Twin Regency R Existing 199

A10 Tak Yip Street Playground Rec Existing 112

A11 Tung Tau Industrial Area Playground

Rec Planned -

Note: [1] R – Residential; W – Place of public worship; E – Educational; Rec – Recreational.

3.5 Evaluation of Air Quality Impact During Construction Phase 3.5.1 Construction dust will be the primary concern of air quality impact during construction phase. The

construction of the Project involves small-scale site formation, construction of superstructure and utilities installation. Thus, the dust emission generated from these small construction works area is anticipated to be minimal.

3.5.2 Appropriate dust control measure should be adopted as required under the Air Pollution Control (Construction Dust) Regulation. Dust impact could be effectively mitigated by inclusion of proper contracts clauses for dust minimization in the works contracts.

3.5.3 Given that the recommended dust control measures as detailed in Section 3.7 (e.g. regular and sufficient water spraying / enclosure of dusty activities, etc.) are implemented, no significant fugitive dust impact is envisaged during construction phase. Hence, insignificant dust impacts on the surrounding ASRs are anticipated.

3.6 Evaluation of Air Quality Impact During Operation Phase 3.6.1 There are expected of potential air quality impacts during operation phase due to vehicular emissions

from surrounding roads and underground PVP.

3.6.2 The road type of Po Yip Street, Hong Yip Street, Wang Yip Street East and Keung Yip Street should be classified as Local Distributors and 5m of buffer distances, measured from the road kerbs of the road, shall be provided for the fresh air intake and active recreational uses of the project. TD’s The confirmation of road type from TD is provided in Appendix 3.1. All air sensitive uses of the proposed development will be located outside the buffer zone as shown in Figure 3.3.



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Figure 3.3 HKPSG Buffer Distance for Vehicular Emission

3.6.3 Based on the site survey on 7 June 2021, there is a chimney at Nin Jiom Centre and is located about 550m from site boundary. And there is no other chimney within 500m from the site boundary. Adverse air quality impact on and from the Project is not anticipated.

3.6.4 The design of underground carpark should follow the ProPECC PN 2/96 - Control of Air Pollution in Car Parks. Car park ventilation systems should be designed to meet the air quality guidelines stipulated in the ProPECC PN2/96. In addition, it is recommended that the location of the exhaustion outlet of the ventilation system should be located as far as possible from the nearby air sensitives uses to avoid any adverse air quality impact. Exhaust air should be discharged to the atmosphere in such a manner and at such a location as not to cause a nuisance to occupants in the building or of neighbouring buildings or to the public.

3.7 Mitigation Measures During Construction Phase 3.7.1 Relevant dust control practices as stipulated in the Air Pollution Control (Construction Dust)

Regulation are recommended to be adopted so as to minimize the construction dust impacts of the Project. These practices include:

i. Good Site Management

▪ Good site management is important to help reduce potential air quality impact down to an acceptable level. As a general guide, the Contractor should maintain high standards of housekeeping to prevent emissions of fugitive dust. Loading, unloading, handling and storage of raw materials, wastes or by-products should be carried out in a manner so as to minimise the release of visible dust emission. Any piles of materials accumulated on or around the work areas should be cleaned up regularly. Cleaning, repair and maintenance of



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all plant facilities within the work areas should be carried out in a manner minimising generation of fugitive dust emissions. The material should be handled properly to prevent fugitive dust emission before cleaning.

ii. Disturbed Parts of the Roads

▪ Main temporary access points should be paved with concrete, bituminous hardcore materials or metal plates and be kept clear of dusty materials; or

▪ Unpaved parts of the road should be sprayed with water or a dust suppression chemical so as to keep the entire road surface wet.

iii. Exposed Earth

▪ Exposed earth should be properly treated by compaction, hydroseeding, vegetation planting or seating with latex, vinyl, bitumen within six months after the last construction activity on the site or part of the site where the exposed earth lies.

iv. Loading, Unloading or Transfer of Dusty Materials

▪ All dusty materials should be sprayed with water immediately prior to any loading or transfer operation so as to keep the dusty material wet.

v. Debris Handling

▪ Any debris should be covered entirely by impervious sheeting or stored in a debris collection area sheltered on the top and the three sides.

▪ Before debris is dumped into a chute, water should be sprayed onto the debris so that it remains wet when it is dumped.

vi. Transport of Dusty Materials

▪ Vehicles used for transporting dusty materials/spoils should be covered with tarpaulin or similar material. The cover should extend over the edges of the sides and tailboards.

vii. Wheel washing

▪ Vehicle wheel washing facilities should be provided at each construction site exit. Immediately before leaving the construction site, every vehicle should be washed to remove any dusty materials from its body and wheels.

viii. Use of vehicles

▪ The speed of the trucks within the site should be controlled to about 10 km/hour in order to reduce adverse dust impacts and secure the safe movement around the site.

▪ Immediately before leaving the construction site, every vehicle should be washed to remove any dusty materials from its body and wheels.

▪ Where a vehicle leaving the construction site is carrying a load of dusty materials, the load should be covered entirely by clean impervious sheeting to ensure that the dusty materials do not leak from the vehicle.

ix. Site hoarding

▪ Where a site boundary adjoins a road, street, service lane or other area accessible to the public, hoarding of not less than 2.4 m high from ground level should be provided along the entire length of that portion of the site boundary except for a site entrance or exit.

3.7.2 With proper implementation of the recommended mitigation measures as well as the relevant control requirements stipulated in the Air Pollution Control (Construction Dust) Regulation, no adverse air quality impacts are anticipated during the construction phase.

3.7.3 Moreover, the requirements stipulated in the Air Pollution Control (Non-road Mobile Machinery) (Emission) Regulation will be followed to control potential emissions from any non-road mobile machinery during construction phase.

3.8 Mitigation Measures During Operation Phase 3.8.1 Sufficient buffer distances are provided between the corresponding roads and the air sensitive

uses. Therefore, no further mitigation measure is required.



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4 NOISE IMPACT ASSESSMENT 4.1 Introduction 4.1.1 This section presents the assessment of potential noise impacts associated with the construction

and operation phases of the Project. Noise generated from various construction activities is the primary concern during construction phase. Recommendations for proper mitigation measures have been made, where necessary, to minimize the potential construction noise impacts. Potential fixed noise source within the Project area is identified and the associated noise impact is evaluated in this section.

4.2 Environmental Legislation, Standards and Guidelines Construction Phase

4.2.1 Legislation, Standards, Guidelines and Criteria relevant to the consideration of construction noise impact under this Study include the following:

• Noise Control Ordinance (NCO)

• Technical Memorandum (TM) on Noise from Construction Work other than Percussive Piling (TM-GW)

• TM on Noise from Percussive Piling (TM-PP)

• TM on Noise on Construction Work in Designated Areas (TM-DA);

• TM on Noise from Places other than Domestic Premises, Public Places or Construction Sites (TM-Places);

• ProPECC PN 2/93 Environmental Protection Department Practice Note for Professional Persons: Noise from Construction Activities – Non-statutory Controls

General Construction Activities during Non-Restricted Hours

4.2.2 ProPECC PN 2/93 provides assessment criteria as well as requirements relating to construction noise not currently controlled under the NCO. The Practice Note also provides information on noise abatement measures. Noise impacts arising from general construction activities other than percussive piling during the daytime period (07:00-19:00 hours on any day not being a Sunday or general holiday) would be assessed against the noise standards tabulated in Table 4.1 below. Practicable direct mitigation measures will be evaluated and exhausted to maximise the protection of NSRs.

Table 4.1 Noise Standards for Daytime Construction Activities

Noise Sensitive Uses 0700 to 1900 hours on any day not being a Sunday or general holiday, Leq(30 min), dB(A)

Dwellings 75

School 70 65 during examination

Note: The above noise standards apply to uses, which rely on opened windows for ventilation. The above standards shall be viewed as the maximum permissible noise levels assessed at 1 m from the external façade

General Construction Activities during Restricted Hours

4.2.3 The NCO also provides statutory control on general construction works during restricted hours (i.e. 1900 to 0700 hours (of the next day) from Monday to Saturday and at any time on Sundays or public holidays). The use of PME for construction works during restricted hours would require a CNP. The



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TM-GW details the procedures adopted by EPD for assessing such application. The granting of a CNP is subject to conditions stated in the CNP and it may be revoked at any time for failure to comply with the permit conditions.

4.2.4 In addition to the general controls on the use of PME during restricted hours, the use of Specified Powered Mechanical Equipment (SPME) and the undertaking of PCW during the restricted hours in a designated area are controlled by the TM-DA. Construction plant or equipment classified as SPME under the TM-DA includes hand-held breakers, bulldozers, concrete lorry mixers, dump trucks and vibratory pokers. The PCW includes the erection or dismantling of formwork or scaffolding, hammering, loading, unloading or handling of rubble, wooden boards, steel bars, wood or scaffolding material, and the disposal of rubble through plastic chutes.

4.2.5 The TM-DA details the procedures that should generally be adopted by the Noise Control Authority for assessing the use of SPME during restricted hours and for determining whether a CNP would be issued.

4.2.6 Maximum noise levels from construction activities during restricted hours at affected Noise Sensitive Receivers (NSRs) are controlled under the TMs and shall not exceed the specified Acceptable Noise Levels (ANLs). These ANLs are stipulated in accordance with the Area Sensitivity Ratings (ASRs) established for the NSRs. The ANLs for construction works in Designated Areas are more stringent than those given in the TM-GW and summarized in Table 4.2.

Table 4.2 ANLs for Construction during Restricted Hours

Time Period ANL. dB(A)

ASR A ASR B ASR C

All weekdays during the evening (1900 to 2300 hours), and general holidays (including Sundays) during the day-time and evening (0700 to 2300 hours)

60 (45) 65 (50) 70 (55)

All days during the night-time (2300 to 0700 hours) 45 (30) 50 (35) 55 (40)

Note: [1] Figures in brackets are ANLs for SPME construction work in designated areas.

Operation Phase Road Traffic Noise

4.2.7 Legislation, Standards, Guidelines and Criteria relevant to the consideration of planning against possible road traffic noise impact under this assessment include the following:

• Chapter 9 of the Hong Kong Planning Standards and Guidelines (HKPSG)

4.2.8 The noise criteria for evaluating noise impact of planning development with respect to road traffic noise are based on the HKPSG. The summary of noise criteria are given in Table 4.3 below.

Table 4.3 Relevant Road Traffic Noise Standards for Planning Purposes

Uses Road Traffic Noise Peak Hour Traffic L10 (1 Hour), dB(A)

All domestic premises including temporary housing accommodation, offices

70

Educational institutions including kindergartens, child care centres and all other where unaided voice communication is required

65

Hospitals, clinics, - diagnostic rooms - wards convalescences and residential care homes for the elderly

55



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Notes: (i) The above standards apply to uses which rely on opened windows for ventilation. (ii) The above standards should be viewed as the maximum permissible noise levels assessed at the external façade.

Fixed Noise Source

4.2.9 Fixed noise source impact arising from existing noise source is controlled under the NCO and shall comply with the ANLs laid down in the Table 2 of the TM-Places. For a given ASR, the ANL, in dB(A), is given by Table 4.4.

Table 4.4 Acceptable Noise Level for Fixed Plant Noise

Time Period Area Sensitivity Rating

A B C

Day-time (0700 to 1900 hours) 60 65 70

Evening (1900 to 2300 hours) 60 65 70

Night-time (2300 to 0700 hours) 50 55 60 Note: (i) The above standards apply to uses which rely on opened windows for ventilation (ii) The above standards should be viewed as the maximum permissible noise levels assessed at 1m from the external facade

4.2.10 The Project Site is surrounded by medium to high-rise buildings, including The Parcville, One Reagent Place and Kwan Lok Sun Chuen. Refer to Table 1 of the TM-Places, the site is considered as “area other than those above” and it is not affected by any IF. An Area Sensitive Rating of “B” is assigned for the site. The ANL in Leq (30min) dB(A) regarding to the ASR for both daytime and night time are shown in Table 4.5 below.

Table 4.5 Noise Criteria for Fixed Noise Source Impact Assessment Area Sensitivity

Rating Time Period ANL, Leq (30min), dB(A)

B Day and evening time (0700 – 2300 hours) 65

B Night time (2300 – 0700 hours) 55 Note: In any event, the ASRs and the ANLs adopted in this report are only indicative and they are used for assessment only. It should be noted that noise from fixed noise sources is controlled under section 13 of the Noise Control Ordinance. Therefore, the ASRs and ANLs determined in this report shall not prejudice the Noise Control Authority’s discretion to determine noise impact due to fixed noise sources on the basis of prevailing legislation and practices being in force and taking account of contemporary conditions/ situations of adjoining land uses. The assessment of noise impacts due to fixed noise sources in this report shall not bind the Noise Control Authority in the context of law enforcement against any of the noise from fixed noise sources being assessed.

4.2.11 Noise from existing fixed noise sources is controlled under the TM-Places. To plan for a better environment, the HKPSG has specified the following requirements for the planned fixed noise sources, whichever is more stringent.

• 5dB(A) below the appropriate ANLs in the TM-Places; or

• the prevailing background noise levels (For quiet areas with level 5dB(A) below the ANL).

Baseline Condition

4.2.12 The existing ambient noise levels are mainly generated by traffic along Po Yip Street, Hong Yip Street and nearby local roads. Prevailing background noise measurements to investigate the prevailing background noise levels near the Project area will be conducted. Measurement locations are presented in Figure 4.1 and the measurement results are summarised in Table 4.6.



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Figure 4.1 Location of Prevailing Background Noise Measurement

Table 4.6 Measured Prevailing Background Noise Levels Measurement

Location Description Time Periods Measured Noise Levels, L90

(1hr), dB(A)[1]

PNM1 Po Yip Street Day-time/evening: 0700 to 2300 hrs

60.9

Night time: 2300 to 0700 hrs 57.2

Noise Criteria for Planned Fixed Noise Sources

4.2.13 As stipulated in Chapter 9 “Environment” of the HKPSG, the noise standards of the planned fixed noise sources are (a) 5 dB(A) below the appropriate ANL as stipulated in the TM-Place, or (b) the prevailing background noise levels (for quiet areas with level 5 dB(A) below the ANL).

4.2.14 The planned fixed noise sources criteria to be adopted for the NSRs are dependent on the background noise measurement results. Should the measured prevailing background noise level be lower than the ANL by more than 5 dB(A), the background noise level would be adopted as the criteria. The noise criteria of the planned fixed noise sources are summarised in Table 4.7 below.



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Table 4.7 Noise Criteria of Planned Fixed Noise Sources

NSR ID Time Period ANL - 5, dB(A)

Location ID of

Background Noise

Background Noise Level, dB(A)

Fixed Noise Criteria, dB(A)

N2 Day-time/evening 60 PNM1 60.9 60

Night time 50 PNM1 57.2 50

4.3 Assessment Area and Noise Sensitive Receivers 4.3.1 The Assessment Area is defined as within 300 m of the site boundary for noise impact assessment.

This Assessment Area is identified and shown in Figure 4.2.

Figure 4.2 Assessment Area for Noise Impact Assessment

4.3.2 Representative Noise Sensitive Receivers (NSRs) have been identified, as shown in Figure 4.3 and summarised in Table 4.8. NSRs are assumed at 1m away from facade of openable windows for the noise sensitive rooms.

4.3.3 There is planned noise sensitive receivers at Shan Pui Road.



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Figure 4.3 Locations of Representative Noise Sensitive Receivers

Table 4.8 Representative Noise Sensitive Receivers

NSR ID Location Type

of Use

[1]

Existing/ Planned

Number of Storeys

N1 The Parcville R Existing 15-16

N2 One Regent Place R Existing 20

N3 Kwan Lok Sun Chuen R Existing 3

N4 Cumberland Presbyterian Church Yao Dao Secondary School

E Existing 7

N5 Chung Sing School E Existing 7

N6 Sai Pin Wai R Existing 3 Note: [1] R – Residential; E – Educational.

4.4 Construction Noise Impact Assessment 4.4.1 Identification of Noise Sources 4.4.1.1 The potential source of noise impact for construction of the Project would be the use of PME for

various activities, including small-scale site formation, non-percussive piling foundation, construction of superstructure and utilities installation in the Project site. PME likely to be used include hand-held breaker, excavator, concrete lorry mixer, air compressor, and generator etc. As confirmed by the Project Proponent, construction activities for the Project would only be carried out during non-restricted hours (0700 – 1900 hours) on normal working dates.



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4.4.2 Evaluation of Noise Impact 4.4.2.1 The construction activities will be confined inside the small site area which is approximately 1.4

hectare in size. The number of PME is expected to be limited. Given that the small scale and limited extent of construction, the construction noise is anticipated to be minimal.

4.4.2.2 Construction noise impacts could be effectively mitigated by inclusion of proper contracts clauses for construction noise mitigation in the works contracts. Given that the recommended noise mitigation measures as detailed in Section 4.4.3 (e.g. scheduling noisy activities, use of silenced equipment / movable noise barrier, etc.) are implemented, the construction noise impact to the NSRs in the vicinity is anticipated to be insignificant. A quantitative construction noise impact assessment can be provided prior to development of the site.

4.4.3 Mitigation Measures 4.4.3.1 It is recommended that the following noise mitigation measures should be implemented to minimize

the construction noise impact, e.g. “Recommended Pollution Control Clauses for Construction Contracts” available on EPD’s website1. A noise control plan should be set up to ensure regular maintenance of all plant and equipment, reduce noise generation at source, and that appropriate silencing applications are in use based upon the best reasonable practice.

4.4.3.2 Typical noise mitigation measures include:

• good site practice to limit noise emission at source;

• scheduling of construction works outside school examination periods;

• use of silenced equipment;

• use of movable noise barrier;

• use of noise enclosure/ acoustic shed;

• reduction in the number of items of PME operation at any given time; and

• avoidance of works in restricted hours etc.

4.4.3.3 These mitigation measures can be enforced by specifying a construction noise control plan as part of the contract document.

Good Site Practice

4.4.3.4 Good site practice and noise management can significantly reduce the impact of site activities on nearby NSRs. The following package of measures should be followed while carrying out of the Project:

• only well-maintained plant to be operated on-site and plant should be serviced regularly during the works;

• machines and plant that may be in intermittent use to be shut down between work periods or should be throttled down to a minimum;

• plant known to emit noise strongly in one direction, should, where possible, be orientated to direct noise away from the NSRs;

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

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

Selection of Quieter Plant

4.4.3.5 The Contractor may be able to obtain particular models of plant that are quieter than the standards given in the GW-TM. This is one of the most effective measures and is increasingly practicable because of the availability of quiet equipment. Quiet plant is defined as Quality Powered Mechanical

1 http://www.epd.gov.hk/epd/english/environmentinhk/eia_planning/guide_ref/rpc_3.html



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Equipment (QPME) whose actual SWL is less than the value specified in GW-TM for the same piece of equipment.

Use of Movable Noise Barriers

4.4.3.6 Movable noise barriers can be very effective in screening noise from particular items of plant when implementing the Project. Noise barriers located along the active works area close to the noise generating component of a PME could produce at least 10 dB(A) screening for stationary plant and 5 dB(A) for mobile plant provided the direct line of sight between the PME and the NSRs is blocked.

Use of Noise Enclosure/ Acoustic Shed

4.4.3.7 The use of noise enclosure or acoustic shed is to cover stationary PME such as air compressor and generator. With the adoption of the noise enclosure, the PME could be completely screened, and noise reduction of 15 dB(A) can be achieved according to the EIAO Guidance Note No.9/2010. Noise barriers should be free of gaps and made of materials having a surface mass density in excess of 10 kg/m2. To improve the effectiveness of noise reduction, non-flammable absorptive lining can be adhered on the inner surface of the noise barriers. The barrier can be in the form of vertical or bend top barrier with an effective height to block the line of sight to NSRs.

4.5 Operational Noise Impact Assessment 4.5.1 Identification of Noise Sources

Road Traffic Noise

4.5.1.1 According to HKPSG Chapter 9: “Where opportunity arises and having due regard to the operational requirements, the siting of facilities such as bus depots, lorry parks or petrol filling stations etc, should take into account the potential locations of ingress/egress and the consequent noise disturbances due to traffic routings, particularly during sensitive hours. Consideration should also be given to adopting administrative controls so that the degree of noise disturbances can be further reduced.”

4.5.1.2 Based on current layout, the ingress/egress is located at Po Yip Street. The project proponent has considered to design the ingress/egress at different locations, but with the following site constraint.

• the southbound carriageway of Wang Yip Street East adjacent to the Application Site is dedicated for parking by franchised buses between 20:00 – 08:00 next day and hence the provision of a run-in/run-out along this road would reduce the parking area which is subject to agreement by relevant authority such as Transport Department.

• during daytime, there are frequent loading/unloading activities at the existing layby on Wang Yip Street East and the deletion of the layby for providing a run-in/run-out would reduce the loading/unloading facility which is highly required by the local business in the area.

4.5.1.3 To assess the traffic noise impact induced by the project, the basic noise levels of nearby roads, under the scenarios of “without project” and “with project” are estimated. Based on NSRs locations, traffic noises from Po Yip Street, Hong Yip Street and Tak Yip Street are major concerned. The predicted flow is at year 2041, i.e. 15 year after operation. The calculation of basic noise levels are under CRTN and are summarized in the below Table 4.9 and 4.10.



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Table 4.9 Traffic Flow under Different Scenarios at Year 2041

Road Name Section Between

Sensitive Hour (AM) Sensitive Hour (PM)

Without Project With Project Without Project With Project

Flow (veh/hr)

% HV Flow

(veh/hr) % HV

Flow (veh/hr)

% HV Flow

(veh/hr) % HV

Po Yip Street

Lai Sun Yuen Long Centre

Keung Yip Street 537 25.8% 569 28.8% 496 17.5% 524 20.1%

Po Yip Street

Keung Yip Street


977 31.3% 991 31.9% 764 13.0% 777 13.9%

Po Yip Street

Keung Yip Street

Access to the Application Site

375 29.0% 416 33.5% 307 21.0% 342 24.6%

Po Yip Street

Hong Yip Street

Keung Yip Street 809 32.5% 809 32.5% 526 13.5% 526 13.5%

Po Yip Street

Access from the Application Site

Hong Yip Street 371 25.4% 397 28.9% 307 20.5% 336 24.6%

Hong Yip Street

Kwan Lok Lane

Po Yip Street 360 14.0% 360 14.0% 234 7.4% 234 7.4%

Hong Yip Street

Po Yip Street

Kwan Lok Lane 259 15.2% 277 18.7% 272 12.2% 292 15.6%

Tak Yip Street

Hong Yip Street

Tak Yip Playground 135 29.1% 135 29.1% 148 12.7% 148 12.7%

Tak Yip Street

Tak Yip Playground

Hong Yip Street 449 36.8% 449 36.8% 382 14.8% 382 14.8%

Table 4.10 Basic Noise Levels under Different Scenarios

Road Name

Section Between

Basic Noise Level at Sensitive Hour (AM),

dB(A) Difference,

dB(A)

Basic Noise Level at Sensitive Hour (PM),

dB(A) Difference,

dB(A) Without Project

With Project

Without Project

With Project

Po Yip Street


Keung Yip Street

72.2 72.8 0.6 70.7 71.4 0.6

Po Yip Street

Keung Yip Street


75.5 75.6 0.1 71.8 72.1 0.2

Po Yip Street

Keung Yip Street

Access to the Application Site

71.0 72.0 0.9 69.2 70.1 0.9

Po Yip Street

Hong Yip Street

Keung Yip Street

74.8 74.8 0.0 70.3 70.3 0.0

Po Yip Street

Access from the Application Site

Hong Yip Street

70.6 71.3 0.7 69.1 70.0 0.9

Hong Yip Street

Kwan Lok Lane Po Yip Street 68.8 68.8 0.0 65.5 65.5 0.0

Hong Yip Street

Po Yip Street Kwan Lok Lane

67.5 68.4 0.8 67.2 68.1 0.9

Tak Yip Street

Hong Yip Street

Tak Yip Playground

66.6 66.6 0.0 64.7 64.7 0.0

Tak Yip Street

Tak Yip Playground

Hong Yip Street

72.6 72.6 0.0 69.2 69.2 0.0



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4.5.1.4 With reference to the results above, the difference of basic noise levels between “without project” and “with project” is ranged from 0.0 dB(A) and 0.9 dB(A). The traffic noise impact induced by the project would be considered insignificant.

4.5.1.5 The induced traffic would be limited to private vehicles by users of PVP. Given the limited parking spaces and minimal induced traffic, significant traffic noise impact from the Project is not anticipated.

Fixed Noise Source

4.5.1.6 Site visit was conducted on 7 June 2021. Chillers at Cumberland Presbyterian Church Yao Dao Secondary School and Chung Sing School were observed on the roof top of school. It is expected that the operation of these chillers are from 0700 to 1900. The location of existing fixed noise source is shown in Figure 4.4.

4.5.1.7 Since the exact quantities and types of plants in the development are subject to detailed design and the information is not available during the preparation of PER, the maximum allowable sound power level is estimated based on the site boundary and the nearest NSR as a conservative approach.

Figure 4.4 Locations of Existing Fixed Noise Sources

4.5.2 Assessment Methodology 4.5.2.1 The planned ventilation system for underground public vehicle park will be operated 24 hours. Thus,

the day and evening time criterion of 60 dB(A) and night time criterion of 50dB(A) (with area sensitivity rating “B”) are adopted to assess the worst-case scenario.

4.5.2.2 Standard acoustics principles will be adopted to predict the potential fixed noise source impacts at NSRs. The maximum allowable sound power level is estimated based on the site boundary and the nearest NSR as a conservative approach.

4.5.3 Evaluation of Noise Impact 4.5.3.1 For planned fixed noise sources, the maximum allowable total SWL of the proposed plant under

100% operation (worst-case scenario) will be predicted based on backward calculation of separation distance and relevant noise criteria. The maximum allowable total SWL is listed below.



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Table 4.11 Maximum allowable Sound Power Levels (SWLs)

Planned Noise

Source Nearest

NSR

ANL-5 for ASR “B”,

dB(A) Distance,

m Distance

Correction, dB(A)

Façade Correction

, dB(A) Tonality,

dB(A)

Maximum allowable

SWL, dB(A)

VS N2

60 (Daytime

and Evening time)

45 41 -3 -6 92

50 (Night time)

45 41 -3 -6 82

4.5.3.2 The Contractor should consider both the acoustic and engineering requirement, choose quieter equipment as far as practicable and adopt mitigation measures if necessary. Acoustic silencer and noise enclosure could be considered as mitigation measure.

4.5.3.3 The maximum SWL should be implemented and refined during the detailed design stage of the Project by the Contractor/ future operator considering the exact design details of plants and the actual surrounding conditions. Any planned noise sensitive uses identified at later stage should also be incorporated and taken into consideration for the assessment.

4.5.3.4 With the adoption of the proposed maximum allowable SWLs, the noise impacts due to the operation of Project to the surrounding NSRs would comply with the relevant noise criteria. Therefore, significant fixed noise impact from the Project to the nearby NSRs is not anticipated.

4.5.3.5 The PER will be attached to Tender Document and the Contractor shall comply with relevant criteria. The Contractor may apply appropriate noise attenuation measures such as acoustic silencers, acoustic louvre or acoustic enclosure, etc. as practicable to ensure the stipulated maximum SWLs will not be exceeded. The future design and selection of the equipment shall also aim to reduce the effect of tonality at the NSRs as much as practicable. However, the Contractor shall also take into account the latest available information at time of detailed design to review and update the maximum allowable SWL as appropriate. Meanwhile, fixed noise commissioning test prior to operation to ensure compliance with noise criteria in HKPSG in the Tender Document is also considered. Recommendations on mitigation of fixed noise sources impact are provided in Section 4.5.4.

4.5.4 Mitigation of Fixed Noise Sources Impact 4.5.4.1 For the proposed noise sources which are located near to NSRs, the following tentative noise

mitigation measures are considered:

• All the noisy plants should be installed within plant room or with acoustic enclosure;

• Proper selection of quiet plant aiming to reduce the tonality at NSRs;

• Installation of silencer / acoustic enclosure / acoustic louvre for the exhaust of ventilation system;

• Openings of ventilation systems should be located away from NSRs as far as practicable and oriented away from the NSRs; and

• Installation of absorptive noise barrier (with density of absorption material of 48kg/m3) for the aerator which would duly shield the engine and other noisy parts of the aerator as far as practicable.

4.5.4.2 The feasibility, practicability, programming and effectiveness of the above mitigation measures have been reviewed by engineer.



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5 WATER QUALITY IMPACT ASSESSMENT

5.1 Introduction 5.1.1 This section presents the assessment of potential water quality impact associated with the

construction and operation phases of the Project. Recommendations for mitigation measures have been made, where necessary, to minimize the potential water quality impacts. During operation phase, the Project is unlikely to produce any adverse water quality impact.

5.2 Environmental Legislation, Standards and Guidelines 5.2.1 Relevant legislations, standards and guidelines governing water quality in Hong Kong include the

following:

• Water Pollution Control Ordinance (WPCO) Cap. 358

• Technical Memorandum on Standards for Effluents Discharged into Drainage and Sewerage Systems, Inland and Coastal Waters

• Practice Note for Professional Persons on Construction Site Drainage (ProPECC PN 1/94)

• Practice Note for Professional Persons on Drainage Plans (ProPECC PN 5/93)

Water Pollution Control Ordinance (WPCO)

5.2.2 The Water Pollution Control Ordinance (WPCO) (Cap. 358) provides the statutory framework for the protection and control of water quality in Hong Kong. According to the WPCO and its subsidiary legislations, Hong Kong waters are divided into 10 major Water Control Zones (WCZs) and 4 supplementary water control zones. Water Quality Objectives (WQOs) were established to protect the beneficial uses of water quality in WCZs and specific WQOs are applied to each WCZ. The study area for this water quality impact assessment covers Deep Bay WCZ. Based on Statement of Water Quality Objectives (Deep Bay Water Control Zone) , the corresponding marine WQOs are listed in Table 5.1.

Table 5.1 Summary of Marine Water Quality Objectives for Deep Bay WCZ

Parameters Objectives Sub-zone

Offensive odour, tints

Not to be present Whole zone

Colour Not to exceed 30 Hazen units Yuen Long & Kam Tin (Upper) Subzone, Beas Subzone, Indus Subzone, Ganges Subzone and

Water Gathering Ground Subzones

Not to exceed 50 Hazen units Yuen Long & Kam Tin (Lower) Subzone and other inland waters

Visible foam, oil scum, litter

Not to be present Whole zone

Dissolved oxygen (DO)

within 2 m of the seabed

Not less than 2 mg L-1 for 90% of samples Outer Marine Subzone excepting Mariculture

Subzone



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Depth-averaged DO

Not less than 4 mg L-1 for 90% of samples Inner and Outer Marine Subzone excepting Mariculture Subzone

Not less than 5 mg L-1 for 90% of samples Mariculture Subzone Not less than 4 mg/L Yuen Long & Kam Tin (Upper

and Lower) Subzones, Beas Subzone, Indus Subzone, Ganges Subzone, Water

Gathering Ground Subzones and other inland waters of the Zone

pH To be in the range of 6.5 – 8.5, change due to waste discharges not to exceed 0.2

Marine waters excepting Yung Long Bathing Beach Subzone

To be in the range of 6.5 – 8.5 Yuen Long & Kam Tin (Upper and Lower) Subzones, Beas Subzone, Indus Subzone,

Ganges Subzone and Water Gathering Ground Subzones

To be in the range of 6.0 – 9.0 Other inland waters To be in the range of 6.0 – 9.0, change due to

waste discharges not to exceed 0.5 Yung Long Bathing Beach

Subzone Temperature Change due to waste discharges not to

exceed 2oC Whole zone

Salinity Change due to waste discharges not to exceed 10% of ambient

Whole zone

Suspended solids (SS)

Not to raise the ambient level by 30% caused by waste discharges and shall not affect

aquatic communities

Marine waters

Change due to waste discharges not to exceed 20mg/L of annual median

Yuen Long & Kam Tin (Upper and Lower) Subzones, Beas Subzone, Ganges Subzone,

Indus Subzone, Water Gathering Ground Subzones and other

inland waters Unionised

Ammonia (UIA) Annual mean not to exceed 0.021mg/L as

unionised form Whole zone

Nutrients Shall not cause excessive algal growth Inner and Outer Marine Subzones

Total inorganic nitrogen (TIN)

Annual mean depth-averaged inorganic nitrogen not to exceed 0.7mg/L

Inner Marine Subzone

Annual mean depth-averaged inorganic nitrogen not to exceed 0.5mg/L

Outer Marine Subzone

5-Day biochemical

oxygen demand (BOD5)

Not to exceed 3 mg/L Yuen Long & Kam Tin (Upper) Subzone, Beas Subzone, Indus Subzone, Ganges Subzone and


Not to exceed 5 mg/L Yuen Long & Kam Tin (Lower) Subzone and other inland waters



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Chemical Oxygen Demand

(COD)

Not to exceed 15 mg/L Yuen Long & Kam Tin (Upper) Subzone, Beas Subzone, Indus Subzone, Ganges Subzone and


Not to exceed 30 mg/L Yuen Long & Kam Tin (Lower) Subzone and other inland waters

Dangerous substances

Should not attain such levels as to produce significant toxic effects in humans, fish or any

other aquatic organisms

Whole zone

Waste discharge should not cause a risk to any beneficial use of the aquatic environment

Whole zone

Phenol Not to be present in such quantities as to produce a specific odour; or not exceed

0.05mg/L as C6H5OH

Yung Long Bathing Beach Subzone

Turbidity Not reduce light transmission from normal level


Bacteria Not exceed 610 per 100mL, calculated as the geometric mean of all samples collected in

one calendar year

Secondary contact recreation subzones and fish culture

subzones 0 per 100 mL, calculated as the running median of the most recent 5 consecutive

samples taken at intervals of between 7 and 21 days.

Yuen Long & Kam Tin (Upper) Subzone, Beas Subzone, Indus Subzone, Ganges Subzone and


Not exceed 1000 per 100mL, calculated as the running median of the most recent 5

consecutive samples taken at intervals of between 7 and 21 days.

Yuen Long & Kam Tin (Lower) Subzone and other inland waters

Not exceed 180 per 100 mL, calculated as the geometric mean of all samples collected from

March to October inclusive in one calendar year. Samples should be taken at least 3 times in a calendar month at intervals of

between 3 and 14 days.


Technical Memorandum on Standards for Effluents Discharged into Drainage and Sewerage Systems, Inland and Coastal Waters (TM-DSS)

5.2.3 Discharges of effluents are subject to control under the WPCO. Guidance on the permissible effluent discharges based on the type of receiving waters (foul sewers, stormwater drains, inland and coastal waters) is provided in the TM-DSS.

5.2.4 Specific limits cover the physical, chemical and microbial quality of effluents. The limits vary with the rate of effluent flow. The standards for effluents discharged into foul sewers leading into Government sewage treatment plants are shown in Table 5.2.



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Table 5.2 Standards for effluents discharged into foul sewers leading into Government sewage treatment plants

Determinant

Flow rate (m3/day)

≦10 ＞10

and ≦100

＞100

and ≦200

＞200

and ≦400

＞400

and ≦600

＞600

and ≦800

＞800

and ≦1000

pH 6-10 6-10 6-10 6-10 6-10 6-10 6-10 Temperature °C 43 43 43 43 43 43 43

Suspended solids 1200 1000 900 800 800 800 800 Settleable solids 100 100 100 100 100 100 100

BOD 1200 1000 900 800 800 800 800 COD 3000 2500 2200 2000 2000 2000 2000

Oil & Grease 100 100 50 50 50 40 30 Iron 30 25 25 25 15 12.5 10

Boron 8 7 6 5 4 3 2.4 Barium 8 7 6 5 4 3 2.4 Mercury 0.2 0.15 0.1 0.1 0.001 0.001 0.001

Cadmium 0.2 0.15 0.1 0.1 0.001 0.001 0.001 Copper 4 4 4 3 1.5 1.5 1 Nickel 4 3 3 2 1.5 1.5 1

Chromium 2 2 2 2 1 0.7 0.6 Zinc 5 5 4 3 1.5 1.5 1

Silver 4 3 3 2 1.5 1.5 1 Other toxic metals

individually 2.5 2.2 2 1.5 1 0.7 0.6

Total toxic metals 10 10 8 7 3 2 2 Cyanide 2 2 2 1 0.7 0.5 0.4 Phenols 1 1 1 1 0.7 0.5 0.4 Sulphide 10 10 10 10 5 5 4 Sulphate 1000 1000 1000 1000 1000 1000 1000

Total nitrogen 200 200 200 200 200 200 200 Total phosphorus 50 50 50 50 50 50 50 Surfactants (total) 200 150 50 40 30 25 25

Note: [1] All units in mg/L unless otherwise stated. [2] Flow >1000m3/day is not listed in the above table.

Professional Persons Environmental Consultative Committee Practice Notes (ProPECC PNs)

5.2.5 Practice notes for professional persons were issued by EPD. The Practice Note for Professional Persons on Construction Site Drainage (ProPECC PN 1/94) provides practice guidelines for dealing with various types of discharge from a construction site. Practices outlined in ProPECC PN 1/94 should be followed as far as possible during construction to minimise the water quality impact due to construction site drainage.

5.2.6 The Practice Note for Professional Persons on Drainage Plans (ProPECC PN5/93) provides practice guidelines for handling, treatment and disposal of various effluent discharges to stormwater drains and foul sewers. The design of site drainage and disposal of various site effluents generated within the new development area should follow the relevant guidelines and practices as given in the ProPECC PN5/93.



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5.3 Water Sensitive Receivers 5.3.1 The major inland water bodies within 500m from the Project boundary were identified and shown in

Figure 5.1. including downstream of Shan Pui River, several nullahs located closed to villages and ponds closed to Nam Sang Wai. The details of the identified inland waters are shown in Table 5.3.

Figure 5.1 Water Sensitive Receivers Table 5.3 WSR within 500m Assessment Area

WSR ID Description Closest Distance from Project Site

W1 Downstream of Shan Pui River (Yuen Long Creek) 275m W2 Nullah in Shan Pui Chung Hau Tsuen 230m W3 Pond closed to Nam Sang Wai 300m W4 Pond closed to Nam Sang Wai 460m W5 Nullah closed to Phoenix Court and Tung Tau Yuen 255m W6 Nullah in Nam Mun Hau 210m W7 Downstream of Shan Pui River (Yuen Long Creek) 155m W8 Nullah in Tai Kiu Tsuen 355m W9 Downstream of Shan Pui River (Yuen Long Creek) 435m

W10 Nullah closed to Tung Tau Sun Tsuen 475m



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5.4 Water Quality Baseline 5.4.1 There are no existing EPD marine or river water quality monitoring stations within the study area of

the Site. For the marine environment, the project site is located within Deep Bay WCZ. According to EPD’s reports on “Annual Marine Water Quality in Hong Kong in 2020”, the water quality of the Deep Bay WCZ achieved the overall WQO compliance rate of 67%. A summary of marine water quality monitoring data at the selected monitoring station routinely collected by EPD in 2020 is presented in Table 5.4.

Table 5.4 Marine Water Quality Monitoring Result at DM1 in 2020

Parameters DM1

Temperature (°C) 26.5

(20.5 – 31.2)

Salinity 14.6

(1.6 - 22.6)

Dissolved Oxygen (mg/L) Depth Average

5.9 (4.2 – 7.7)

Bottom N/A

Dissolved Oxygen (% Saturation) Depth Average

79 (62 – 105)

Bottom N/A

pH 7.4

(7.1 – 7.8)

Secchi Disc Depth (m) 1.1

(0.8 – 1.2)

Turbidity (NTU) 21.7

(13.3 – 41.4)

SS (mg/L) 37.0

(19.0 – 59.0)

5-day Biochemical Oxygen Demand (mg/L) 1.6

(0.3 – 3.1)

Ammonia Nitrogen (mg/L) 0.455

(0.190 – 0.970)

Unionised Ammonia (mg/L) 0.007

(0.002 – 0.014)

Nitrite Nitrogen (mg/L) 0.131

(0.026 – 0.310)

Nitrate Nitrogen (mg/L) 1.300

(0.900 – 1.600)

Total Inorganic Nitrogen (mg/L) 1.89

(1.38 – 2.32)

Total Kjeldahl Nitrogen (mg/L) 0.90

(0.58 – 1.70)

Total Nitrogen (mg/L) 2.33

(1.81 – 2.91)

Orthophosphate Phosphorus (mg/L) 0.151

(0.120 – 0.220)

Total Phosphorus (mg/L) 0.24

(0.19 – 0.34)

Silica (as SiO2) (mg/L) 5.88

(3.10 – 10.00) Chlorophyll-a (μg/L) 6.3



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Parameters DM1 (2.5 – 8.9)

E. coli (count/100mL) 200

(12 – 1600)

Faecal Coliforms (count/100mL) 530

(55 – 2800)

Note: 1. Unless otherwise specified, data presented are depth-averaged (A) values calculated by taking the means of three depths: Surface (S), Mid-depth (M), Bottom (B).

2. Data presented are annual arithmetic means of the depth-averaged results except for E. coli and faecal coliforms which are annual geometric means.

3. Data in brackets indicate the ranges.

5.4.2 For river environment, the nearest river water quality monitoring stations is Yuen Long Creek (YL3). The respective river water quality monitoring data are summarised in Table 5.5.

Table 5.5 River Water Quality Monitoring Result at YL3 in 2020

Parameters YL3

Dissolved oxygen (mg/L) 2.3 (1.7 - 6.2)

pH 7.4 (6.8 - 7.9)

Suspended solids (mg/L) 24.0 (2.7 - 67.0)

5-day Biochemical Oxygen Demand (mg/L) 51.0 (19.0 - 120.0)

Chemical Oxygen Demand (mg/L) 47 (20 - 110)

Oil & grease (mg/L) 1.3 (<0.5 - 4.6)

E. coli (counts/ 100mL) 680,000 (460,000 - 1,200,000)

Faecal coliforms (counts/ 100mL) 1,600,000 (1,000,000 - 3,200,000)

Ammonia-nitrogen (mg/L) 6.800 (2.100 - 16.000)

Nitrate-nitrogen (mg/L) 0.005 (<0.002 – 1.000)

Total Kjeldahl Nitrogen (mg/L) 9.50 (3.00 - 21.00)

Ortho-phosphate Phosphorus (mg/L) 0.520 (0.049 - 2.100)

Total phosphorus (mg/L) 1.30 (0.52 - 2.80)

Total sulphide (mg/L) 0.07 (<0.02 - 0.17)

Aluminium (µg/L) <50 (<50 - 163)

Cadmium (µg/L) <0.1 (<0.1 - <0.1)

Chromium (µg/L) <1 (<1 - <1)

Copper (µg/L) 3 (2 - 6)

Lead (µg/L) <1 (<1 - 1)



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Parameters YL3

Zinc (µg/L) 10

(<10 - 28)

5.5 Identification and Evaluation of Impact 5.5.1 Construction Phase 5.5.1.1 The sources of potential water quality impacts are identified as follow:

Construction Site Runoff

5.5.1.2 The surface runoff from construction works areas may contain increased loads of suspended solids (SS) and contaminants. Potential sources of pollution from construction site drainage include:

• Runoff and erosion from site surfaces, drainage channels, demolition works, earth working areas and stockpiles;

• Release of any bentonite slurries, concrete washings and other grouting activities;

• Wash water from dust suppression spray facilities; and

• Fuel, oil, solvents and lubricants from maintenance of mechanical equipment.

5.5.1.3 Sediment laden runoff particularly from works areas subjected to excavation or earth works, if uncontrolled, may cause increased levels of suspended solids and pollutants entering the stormwater drainage system and into the marine environment.

5.5.1.4 Mitigation measures and good site practices outlined in ProPECC PN 1/94 and listed in Section 5.6 should be implemented to control construction site runoff and drainage from the works area. The Contractor would also be required to apply for a discharge license under the WPCO. With implementation of the recommended mitigation measures along with compliance of the effluent standards set under TM-DSS, construction site runoff can be effectively controlled, and adverse impacts to storm drains or the marine environment is not anticipated.

General Construction Activities

5.5.1.5 On-site construction activities may result in water pollution from uncontrolled discharge of debris and rubbish such as packaging, construction materials, chemicals and refuse. Good construction and site management practices should be observed to ensure that litter, fuels and solvents do not enter the drainage system and marine environment.

5.5.1.6 With proper implementation of the good construction and site management practices mentioned in Section 5.6, water pollution arising from the general on-site construction activities can be prevented, and water quality impacts would not be anticipated.

Sewage Effluent from the Construction Workforce

5.5.1.7 Domestic sewage would be generated from the workforce during the construction phase. However, portable chemical toilets will be provided within the construction site. With implementation of mitigation measures suggested in Section 5.6, adverse water quality impact or impact on the identified sensitive receivers are not anticipated.

5.5.2 Operation Phase Sewage generated by the staff and visitors during operation phase

5.5.2.1 Sewage is expected to be generated from the facilities of proposed project and will eventually connect to the public sewerage. In this connection, effluent generated from the proposed development is deemed to be unlikely to endanger public health & safety to the sewerage system. Thus, no operational water quality impact from the Project is anticipated.

Runoff from road surfaces and paved areas

5.5.2.2 The runoff from road surfaces and paved areas is expected to be collected and discharged to the nearest public drainage system. There is no increment of paved area in the Project such that the site drainage plan will follow the existing drainage conditions. The adverse impacts to the water quality of the stormwater drainage system in the vicinity is not anticipated.



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5.5.2.3 Meanwhile, the best practices in Practice Note for Professional Persons (ProPECC) PN 5/93 "Drainage Plans subject to Comment by the Environmental Protection Department" shall be followed.

5.6 Recommendation of Mitigation Measures 5.6.1 Construction Phase

Construction Site Runoff and Drainage

5.6.1.1 The good site practices outlined in ProPECC PN 1/94 “Construction Site Drainage" should be followed as far as practicable in order to minimise surface runoff and erosion, and also to retain and reduce any suspended solids prior to discharge. The following measures are recommended to protect water quality:

• At the start of site establishment, perimeter cut-off drains to direct off-site water around the site should be constructed with internal drainage works and erosion and sedimentation control facilities implemented. Channels (both temporary and permanent drainage pipes and culverts), earth bunds or sand bag barriers should be provided on site to direct stormwater to silt removal facilities. The design of the temporary on-site drainage system will be undertaken by the contractor prior to the commencement of construction. These should be constructed in advance of site formation works and earthworks;

• Sediment removal facilities such as sand traps, silt traps and sedimentation tanks should be provided to remove particles from run-off. These facilities should be properly and regularly maintained. The solids removed from these facilities during maintenance desilting should be disposed of to landfill;

• The Contractor is required to obtain a wastewater discharge license under the WPCO prior to implementing any wastewater discharge;

• Programming of the works to minimise soil excavation works during rainy seasons;

• Exposed soil surface should be protected by shortcrete or hydroseeding as soon as possible to reduce the potential for soil erosion;

• Temporary access roads should be protected by crushed gravel and exposed slope surfaces should be protected when rainstorms are likely;

• Precautions be taken at any time of year when rainstorms are likely, actions to be taken when a rainstorm is imminent or forecasted, and actions to be taken during or after rainstorms are summarised in Appendix A2 of ProPECC PN 1/94. Particular attention should be paid to the control of silty surface runoff during storm events, especially for areas located near steep slopes.

• Oil interceptors should be provided in the drainage system downstream of any oil/fuel pollution sources. The oil interceptors should be emptied and cleaned regularly to prevent the release of oil and grease into the storm water drainage system after accidental spillage.

• Benonite slurries should be reconditioned and reused wherever practicable. Temporary storage locations (typically a properly closed warehouse) should be provided on site for any unused bentonite that needs to be transported away after all the related construction activities are completed. The requirements in ProPECC PN 1/94 should be adhered to in the handling and disposal of bentonite slurries.

General Construction Activities

5.6.1.2 Best Management Practices (BMPs) should be implemented at the construction site, including proper handling, sorting and storage of construction solid waste, debris and refuse generated on-site prior to disposal. General refuse and recyclable materials should be collected separately and stored in appropriately labelled bins and removed regularly to minimise the risk of windblown waste / debris discharging into the harbour.

Sewage Effluent from the Construction Workforce

5.6.1.3 The Contractor should provide temporary sanitary facilities, such as portable chemical toilets within the construction site to handle sewage from the workforce. The Contractor has the responsibility to



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ensure that chemical toilets are used and properly maintained, and that licensed Contractors are employed to collect and dispose of the waste off-site at approved locations.

5.6.2 Operation Phase 5.6.2.1 During operation phase, sewage will be discharged to the existing sewerage network. No sewage

will be released to the environment without treatment.



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6 WASTE MANAGEMENT IMPLICATIONS 6.1 Introduction 6.1.1 This section presents the assessment of potential waste arising from the construction and operation

activities of the Project and evaluates the potential environmental impacts that may result from the waste generated. Mitigation measures and good site practices, including waste handling, storage and disposal, are recommended with reference to applicable waste legislation and management guidelines.

6.2 Environmental Legislation, Standards and Guidelines 6.2.1 The following legislation relates to the handling, treatment and disposal of wastes in Hong Kong and

has been used in assessing potential impacts:

• Waste Disposal Ordinance (Cap. 354);

• Waste Disposal (Chemical Waste) (General) Regulation (Cap. 354C);

• Waste Disposal (Charges for Disposal of Construction Waste) Regulation (Cap. 354N);

• Land (Miscellaneous Provisions) Ordinance (Cap. 28);

• Public Health and Municipal Services Ordinance (Cap. 132) - Public Cleansing and Prevention of Nuisances Regulation;

• Project Administration Handbook (PAH) for Civil Engineering Works (2020 Edition);

• WBTC No. 12/2000, Fill Management;

• ETWB TC(W) No. 19/2005, Environmental Management on Construction Sites;

• DEVB TC(W) No. 6/2010, Trip Ticket System for Disposal of Construction and Demolition Materials; and

• CEDD TC No. 11/2019, Management of Construction and Demolition Materials.

Waste Disposal Ordinance (Cap. 354)

6.2.2 The Waste Disposal Ordinance (WDO) prohibits any unauthorised disposal of wastes. Construction waste, defined under Cap. 354N of the WDO, refers to a substance, matter or thing which is generated from construction works. It includes all abandoned materials, whether processed or stockpiled or not, before being abandoned, but does not include sludge, screenings or matter removed or generated from desludging, desilting or dredging works

6.2.3 Under the WDO, wastes can only be disposed of at designated waste disposal facilities licensed by Environmental Protection Department (EPD). Breach of this Ordinance can lead to a fine and/or imprisonment. The WDO also stipulates the requirements for issuing licenses for the collection and transportation of wastes.

Waste Disposal (Chemical Waste) (General) Regulation (Cap. 354C)

6.2.4 According to the definition under the Waste Disposal (Chemical Waste) (General) Regulation, chemical waste includes scrap materials or unwanted substances specified under Schedule 1 of the Regulation, if such a substance or chemical occurs in such a form, quantity or concentration that causes pollution or constitutes a danger to health or risk of pollution to the environment. It provides regulations for chemical waste control, and administers the possession, storage, collection, transportation and disposal of chemical waste. EPD has also issued a ‘guideline’ document – the Code of Practice on the Packaging, Labelling and Storage of Chemical Wastes (1992), which details how the Contractor should comply with the regulations on chemical waste.

Waste Disposal (Charges for Disposal of Construction Waste) Regulation (Cap. 354N)



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6.2.5 Under the Waste Disposal (Charges for Disposal of Construction Waste) Regulation, enacted in January 2006, construction waste delivered to a landfill for disposal must not contain more than 50% by weight of inert material. Construction waste delivered to a sorting facility for disposal must contain more than 50% by weight of inert material, and construction waste delivered to a public fill reception facility (PFRF) for disposal must consist entirely of inert material.

Land (Miscellaneous Provisions) Ordinance (Cap. 28)

6.2.6 The inert portion of construction and demolition (C&D) materials may be taken to public filling facilities including public filling area, public filling barging points and stockpiling areas. These facilities usually form part of land reclamation scheme and are operated by Civil Engineering and Development Department (CEDD). The Land (Miscellaneous Provisions) Ordinance requires that individuals or companies who deliver public fill to the public filling facilities to obtain Dumping Licences. The licences are issued by CEDD under delegated authority from the Director of Lands.

Public Health and Municipal Service Ordinance (Cap. 132)

6.2.7 The Public Cleansing and Prevention of Nuisances Regulation under the Ordinance provides control on illegal tipping of wastes on unauthorised (unlicensed) sites.

Construction & Demolition (C&D) Material Management Plan

6.2.8 According to the “Project Administrative Handbook Chapter 4, Section 4.1.3”, published by CEDD, for Designated Projects and if the project generates more than 50,000m3 of C&D materials, a Construction and Demolition Materials Management Plan (C&DMMP) has to be prepared and signed off by a D1 (Directorate pay scale point 1) officer and submitted to the Public Fill Committee (PFC) for approval.

6.2.9 ETWB TCW No. 19/2005, Environmental Management on Construction Site, includes the procedures and requirements on waste management and sets out the policy for the Contractor to prepare and implement an Environmental Management Plan (EMP), which includes the Waste Management Plan (WMP), for onsite sorting and waste reduction of C&D materials.

Trip Ticket System for Disposal of Construction & Demolition Materials

6.2.10 The trip-ticket system is a recording system for orderly disposal of construction waste to disposal sites (i.e., PFRFs) by trucks. The Contractor is required to complete a standard trip-ticket form outlining the details of the transportation vehicle, contents of the vehicle (type and approximate volume of waste) and the designated disposal facility. Once the waste is delivered to the designated facility, a receipt is issued to the vehicle operator for return to the project engineer or architect representative for verification of the contractor's compliance with the policy requirements.

6.2.11 The implementation of such a system has ensured a certain level of accountability between the project proponent, engineer/architect and the contractor. Moreover, it facilitates the recording of waste as it arrives at the landfill or public filling area and minimise the potential for cross-contamination with other waste which the vehicle operator may otherwise likely pick-up and route to the disposal facility. This system assumes that the contractor will bear the responsibility for the sorting (where applicable) of the construction waste generated on their site prior to its disposal.

6.3 Description of the Environment 6.3.1 Based on the review of aerial photographs (Appendix 7.1), the Project was once situated partially

on fish ponds and surrounding areas were mainly natural terrain, covered in vegetation and floodplains. Filling of the ponds and nearby floodplains took place in the early 1980s until 1988.

6.3.2 According to current Project design, an underground public vehicle park will be developed and excavation is anticipated. Based on previously conducted GI investigations, no sediments have been identified within the Project Site boundary but pond deposits have been identified approximately 50 m from Site boundary (Appendix 7.2).

6.3.3 No sediment is anticipated from the excavation of underground carpark but if any sediment is encountered in the future during excavation, a Sediment Assessment Study will have to be conducted to ascertain the volume and type of sediment, and identify the disposal method. The total volume of excavation at the Project Site is estimated to be 78,000 m3.



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6.3.4 Other various wastes are also anticipated to be generated during the construction phase which can be divided into different key categories based on their composition and ultimate method of disposal. The type of wastes generated from Project-related activities include:

• Construction and demolition (C&D) materials;

• Chemical waste; and

• General refuse.

6.3.5 Each type of the above waste arising is described in Section 6.5, together with an evaluation of the potential environmental impacts associated with the waste generation, handling, storage, transport and disposal.

6.4 Assessment Approach and Methodology 6.4.1 The waste management hierarchy is to minimize waste generation. If waste generation cannot be

avoided, a material / waste management plan will be established prior to commencement of excavation and construction work to outline the methods that can be incorporated into the Project for waste minimisation, including reuse, recycling, matching disposal with other projects, handling, storage, transportation and disposal of expected waste materials.

6.4.2 The waste management hierarchy is a concept that shows the desirability of various waste management methods and comprises the following in order of preference:

- Avoidance;

- Minimization;

- Reuse / recycling;

- Treatment; and

- Disposal

6.4.3 The methods for assessing potential impacts associated with waste generated from the construction and operation activities of this Project include:

a) Identification of the construction activities which could give rise to waste generation;

b) Assessment of potential impacts from the management of different waste stream with respect to potential hazards, air and odour emission, noise, wastewater discharge and the public; and

c) Identification of activities which could generate wastes during operational phase and proposed control measures.

6.4.4 Prior to considering the disposal options for various types of waste, opportunities for reducing waste generation, onsite or offsite reuse and recycling have been evaluated. Measures which can be taken in the planning and design phases (i.e., by modifying the design approach) and in the construction phase for maximising waste reduction have been separately considered.

6.4.5 After considering all options and methods to reduce waste generation and maximising reuse opportunities, the types and quantities of waste required to be disposed are estimated and the disposal options for each waste stream are provided.

6.4.6 The disposal options recommended for the generated waste in this report have considered the result of the assessment. The impacts caused by handling (including stockpiling, labelling, packaging and storage), collection, and reuse / disposal of wastes are addressed, and the appropriate mitigation measures are discussed in the next section.

6.5 Identification of Potential Impacts Construction Phase

6.5.1 Construction is expected to commence in Q3 2023 and completed by Q2 2026.



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6.5.2 The assessment on waste management implications are based on best available preliminary design information and it is anticipated majority of wastes are generated from site clearance and general excavation. Table 6.1 outlined the identified waste streams during construction phase.

Table 6.1 Waste Types and Sources During the Construction Phase

Waste Types Waste Sources Examples

Construction and Demolition (C&D) materials

(inert and non-inert)

• Site clearance

• General excavation

• Reinstatement and backfilling (if any)

Inert C&D materials:

• Rocks

• Soft materials

Non-inert C&D materials:

• Bamboo, timber, paper, plastic etc.

Chemical Waste

• Mechanical equipment maintenance

• The operation and maintenance of the plant and mechanical equipment

• Cleaning fluids, solvents, waste lubricating oil and fuel etc.

General Refuse • Construction works and onsite staff and workers • Food waste, cans, waste papers etc.

Construction and Demolition (C&D) materials

6.5.3 C&D materials contain a mixture of inert and non-inert materials and is mainly generated from the site clearance activities, construction of buildings and superstructures. The quantity of C&D material to be produced from the construction is estimated to be approximately 79,450m3.

6.5.4 Inert C&D materials generated from construction activities would include, but not limited to rock, soil, concrete, asphalt, bitumen and soft granular materials that can be transported to public fill. Inert C&D materials will be used onsite as backfilling as much as possible before transporting to public fill.

6.5.5 Non-inert C&D materials generated from construction activities would include, but not limited to bamboo, timber, vegetation, paper and plastic that cannot be transported to public fill. Non-inert C&D materials will be sorted onsite and taken to the appropriate recycling facilities. Excess non-recyclable non-inert C&D materials will be disposed of at landfill. No imported fill is required.

6.5.6 The quantities of materials generated during site clearance and the recommended disposal outlets are shown in Table 6.2. The proposed outlet of the C&D materials is subject to agreement with EPD and CEDD at later stages of the Project. It is conservatively assumed that the excavated materials will only be reused within the corresponding site where the materials are generated. As the Project generates more than 50,000 m3 of C&D materials, a Construction and Demolition Material Management Plan (C&DMMP) is required and will be derived in the later stages of the Project.

6.5.7 The inert materials should be segregated from the C&D materials onsite for reuse as far as practicable. In order to minimise the impact resulting from collection and transportation of C&D material for offsite disposal, the C&D material that could be reused onsite as fill materials as far as practicable. The surplus inert C&D materials could be disposed of at the Government's Public Fill Reception Facilities (PFRFs) for beneficial use by any other projects in Hong Kong. Liaison with the CEDD Public Fill Committee (PFC) on the management of C&D materials will be required before the commencement of construction work. No construction work is allowed to proceed until all issues on management of C&D materials have been resolved and all relevant arrangements have been endorsed by the relevant authorities including PFC and EPD.



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Table 6.2 Estimated Quantities of Wastes to be Generated During Construction

Waste Type Amount to be Generated

Onsite Reuse

Total Disposed Recommended Outlets

Inert C&D Materials [1] 71,500 m3 11,122 m3 60,378 m3 Reuse within the site as much as possible prior to disposal at PFRFs

Non-inert C&D Materials [2] 7,950 m3 187 m3 7,763 m3 Reduce and recycle as

much as possible before disposal to landfill

Total C&D Materials [3] 79,450 m3 11,309 m3 68,141 m3 -

Chemical Waste A few litres per month

A few litres per month Collected by a licensed collector to be disposed

of at the CWTC

General Refuse Less than 87

kg/day 0

Less than 87 kg/day

Recycle as much as possible before disposal

to landfill

Notes: [1] “Inert C&D Materials” includes all grade rock, top soil and excavated soil, broken concrete, asphalt, bitumen and granula r materials, etc [2] “Non-inert C&D materials” includes, but not limited to, bamboo, timber, paper and plastic, etc. [3] Approximately ratio for (inert waste) : (non-inert waste) is 9:1 “Monitoring of Solid Waste in Hong Kong, 2017” by EPD.

6.5.8 With the proper implementation of good construction site practice, waste reduction measures and mitigation measures recommendations outlined in Section 6.6, the onsite handling, reuse, transportation and disposal of C&D materials would not cause adverse environmental impacts.

Chemical Waste

6.5.9 Chemical wastes arising during the construction phase may pose environmental, health and safety hazards if not stored and disposed of in an appropriate manner as stipulated in the Waste Disposal (Chemical Waste) (General) Regulations. The potential hazards include:

• Toxic effects to workers;

• Adverse impacts on water quality from spills; and

• Fire hazards.

6.5.10 The maintenance and servicing of construction plant and equipment may generate some chemical wastes such as used solvents, contaminated rags and waste lubricating oil. It is difficult to quantify the amount of chemical waste that will arise from the construction activities since it will be dependent on the Contractor’s onsite maintenance requirements and the amount of plant utilised. However, it is anticipated that the quantity of chemical waste, such as waste lubricating oil and solvents produced from plant maintenance, will be small and estimate to be few litres per month. The amount of chemical waste to be generated will be quantified in the Waste Management Plan (WMP) to be prepared by the Contractor for the site.

6.5.11 Materials classified as chemical wastes will require special handling and storage arrangements before removal for offsite disposal at the approved Chemical Waste Treatment Facility (CWTF) or recycling by licensed facilities. Mitigation and control requirements for chemical wastes are detailed in Section 6.6. Provided that the handling, storage and disposal of chemical wastes are in accordance with these requirements, adverse environmental impacts are not expected.



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General Refuse

6.5.12 The number of work force to be employed for Project construction is estimated to be about 100 workers. A domestic waste generation rate of about 0.87 kg/person/day2 would be assumed. It is estimated that the daily amount of general refuse that would be generated would be at most 87 kg/day.

6.5.13 Such refuse will be properly managed so that intentional or accidental release to the surrounding environment will be avoided. Disposal of refuse at sites other than approved waste transfer or disposal facilities will be prohibited. Effective collection of site wastes will be required to prevent waste materials being blown around by wind, flushed or leached into the marine environment, or creating an odour nuisance or pest/ vermin problem. Waste storage areas will be well maintained and cleaned regularly.

6.5.14 It is recommended that general refuse should be collected on a daily basis for disposal. With the implementation of good waste management practices at the site, adverse environmental impacts are not expected to arise from the storage, handling and transportation of workforce wastes.

Operational Phase General Refuse

6.5.15 Most of the wastes generated during operational phase would be general refuse consisting mixed waste, food waste and scraps, waste paper and recyclables from the five (5) carpark staff. Such waste will be properly managed by suitable waste collectors so that intentional or accidental release to the surrounding environment will not occur.

6.5.16 Again, with an assumption of 0.87 kg/person/day of domestic waste generation rate, the total general refuse generated from the operational phase is expected to be 4.35 kg/person/day. No significant waste implication is expected from the carpark staff. The quantity of general refuse is expected to be low with implementation of appropriate control measures, no adverse waste implications are anticipated during operational phase.

6.5.17 Effective collection of general wastes will be implemented to prevent waste materials from creating odour nuisance or pest/ vermin problem. Waste storage areas will be well maintained and cleaned regularly. To reduce waste and improve recycling, it is expected that waste such as waste paper, plastics and aluminium can be segregated for offsite recycling.

Chemical Waste

6.5.18 Chemical waste will be generated from various routine maintenance and servicing activities for electrical and mechanical equipment. Chemical waste such as waste lubricating oil, contaminated rags, waste paint, used solvents and spent chemicals are expected to be generated from these activities. It is difficult to quantify the amount of chemical waste that will arise from those activities at this stage since it will be dependent on the equipment maintenance requirements and the amount of equipment utilised. Mitigation and control requirements for chemical wastes are detailed in Section 6.6.

6.5.19 Chemical wastes may pose environmental, health and safety hazards if not stored and disposed of in an appropriate manner as stipulated in the Waste Disposal (Chemical Waste) (General) Regulation. Chemical wastes will require special handling and storage arrangements in accordance with the relevant regulations before removal for offsite disposal at the approved CWTF or recycling by licensed facilities. Provided that the handling, storage collection, transport and disposal of chemical wastes will be in accordance with these requirements, adverse environmental impacts are not anticipated.

2 Plate 2.7 Per Capita Disposal Rates of Municipal Solid Waste, Domestic Waste & Industrial Waste from 2000 to 2019; Environmental Protection Department, The Government of the Hong Kong Special Administrative Region; <https://www.wastereduction.gov.hk/sites/default/files/msw2019.pdf>



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6.6 Recommendation of Mitigation Measures Construction Phase Good Site Practices

6.6.1 Adverse impacts related to waste management such as dust, odour, noise and wastewater discharge will not be expected to arise, provided that good site practices will be strictly followed. Recommendations for good site practices during the construction activities include:

• Nomination of an approved person, such as a site manager, to be responsible for good site practices, arrangements for collection and effective disposal to an appropriate facility, of all wastes generated at the site;

• Training of site personnel in proper waste management and chemical handling procedures;

• Provision of sufficient waste disposal points and regular collection of waste;

• Appropriate measures to minimise windblown litter and dust / odour during transportation of waste by either covering trucks or by transporting wastes in enclosed containers;

• Provision of wheel washing facilities before the trucks leaving the works area so as to minimise dust introduction to public roads; and

• Well planned delivery programme for offsite disposal such that adverse environmental impact from transporting the inert or non-inert C&D materials is not anticipated.

Waste Reduction Measures

6.6.2 Good management and control can prevent the generation of a significant amount of waste. Waste reduction is best achieved at the planning and design stage, as well as by ensuring the implementation of good site practices. Recommendations to achieve waste reduction include:

• Sort inert C&D materials to recover any recyclable portions such as metals;

• Segregation and storage of different types of waste in different containers or skips to enhance reuse or recycling of materials and their proper disposal;

• Encourage collection of recyclable waste such as waste paper and aluminum cans by providing separate labelled bins to enable such waste to be segregated from other general refuse generated by the work force;

• Proper site practices to minimise the potential for damage or contamination of inert C&D materials; and

• Plan the use of construction materials carefully to minimise amount of waste generated and avoid unnecessary generation of waste.

6.6.3 In addition to the above measures, specific mitigation measures are recommended below for the identified waste arising to minimise environmental impacts during handling, transportation and disposal of these wastes.

C&D Material

6.6.4 In order to minimise impacts resulting from collection and transportation of inert C&D materials for offsite disposal, the excavated materials should be reused onsite as fill material as far as practicable. In addition, inert C&D materials generated from excavation works could be reused as fill materials in local projects that require public fill for reclamation.

6.6.5 The surplus inert C&D materials will be disposed of at the Government’s PFRFs for beneficial use by other projects in Hong Kong.

6.6.6 Liaison with the CEDD PFC on the allocation of space for disposal of the inert C&D materials at PFRF is underway. No construction work is allowed to proceed until all issues on management of inert C&D materials have been resolved and all relevant arrangements have been endorsed by the relevant authorities including PFC and EPD.



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6.6.7 The C&D materials generated from general site clearance should be sorted on site to segregate any inert materials for reuse or disposal of at PFRFs whereas the non-inert materials will be disposed of at the designated landfill site.

6.6.8 In order to monitor the disposal of inert and non-inert C&D materials at respectively PFRFs and the designated landfill site, and to control fly-tipping, it is recommended that the Contractor should follow the Technical Circular (Works) No. 6/2010 for Trip Ticket System for Disposal of Construction & Demolition Materials issued by Development Bureau. In addition, it is also recommended that the Contractor should prepare and implement a WMP detailing their various waste arising and waste management practices in accordance with the relevant requirements of the Technical Circular (Works) No. 19/2005 Environmental Management on Construction Site.

6.6.9 According to the Project Administration Handbook for Civil Engineering Works (2020 Edition) - Chapter 4, Section 4.1.3, the project office is required to draw up a C&DMMP at the feasibility study or preliminary design stage to PFC for approval for each project, which generates more than 50,000m3 of C&D material including rock or that requiring imported fill in excess of 50,000m3. Further measures have been introduced under Paragraph 4.1.3 of Chapter 4 of the PAH for Civil Engineering Works to enhance the management of C&D materials, and to minimize its generation at source. The enhancement measures include:

• Drawing up a Construction and Demolition Materials Management Plan (C&DMMP) at an early design stage to minimize C&D materials generation and to encourage proper management of such materials;

• Vetting of the C&DMMP prior to upgrading of the project to Category A in the Public Works Programme; and

• Providing the contractor with information from the C&DMMP in order to facilitate the preparation of Waste Management Plan (WMP) and to minimize C&D materials generation during construction.

Chemical Waste

6.6.10 For those activities which generated chemical waste, it may be possible to find alternatives to eliminate the use of chemicals, reduce the generation quantities or replace with a chemical type that is less harmful on the environment and less invasive on the health and safety of workers.

6.6.11 When chemical waste is produced at the construction site, the Contractor should register with the EPD as a Chemical Waste Producer, and to follow the guidelines stated in the Code of Practice on the Packaging, Labelling and Storage of Chemical Wastes. Good quality containers compatible with chemical wastes should be used.

6.6.12 Appropriate labels should be securely attached on each chemical waste container, indicating the corresponding chemical characteristics of the chemical waste, such as explosive, flammable, oxidising, irritant, toxic, harmful, and corrosive, etc. The Contractor shall engage a licensed collector to transport and dispose the chemical wastes at the Chemical Waste Treatment Centre in Tsing Yi, or other licensed facility, in accordance with the Waste Disposal (Chemical Waste) (General) Regulation.

6.6.13 In order to prevent leakage or spillage, chemical wastes shall be properly packed and held in labelled containers and stored in designated storage area. Container of chemical waste shall be closed or sealed. Whereas chemical waste that cannot be recycled should be disposed of at either the CWTC, or other licensed facility, as mentioned above.

General Refuse

6.6.14 General refuse should be stored in enclosed bins or compaction units separated from inert C&D materials. A reputable waste collector should be employed by the Contractor to remove general refuse from the site, separately from inert C&D materials. Preferably an enclosed and covered area should be provided to reduce the occurrence of 'wind-blown' light material.

Operation Phase General Refuse

6.6.15 General refuse should be collected on daily basis and delivered to the refuse collection point accordingly. A reputable waste collector should be employed to remove general refuse regularly to



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avoid odour nuisance or pest/vermin problem. Sufficient recycling containers are recommended to be provided at suitable locations of the Project to encourage recycling of such waste as aluminium cans, plastics and waste paper.

Chemical Waste

6.6.16 If chemical wastes are expected to produce during operational phase, the Project Proponent should register with the EPD as a chemical waste producer and follow the guidelines stated in the Code of Practice on the Packaging, Labelling and Storage of Chemical Wastes. Alternatives to eliminate the use of chemicals, reduce the generation quantities or replace with a chemical type that is less harmful on the environment and less invasive on the health and safety of workers can also be explored.

6.6.17 Good quality containers compatible with the chemical wastes should be used, and incompatible chemicals should be stored separately. Appropriate labels should be securely attached on each chemical waste container indicating the corresponding chemical characteristics of the chemical waste, such as explosive, flammable, oxidising, irritant, toxic, harmful, corrosive, etc. Licensed collector should be deployed to transport and dispose of the chemical wastes at the approved CWTC or other licensed recycling facilities, in accordance with the Waste Disposal (Chemical Waste) (General) Regulation.

6.6.18 In order to prevent leakage or spillage, chemical wastes shall be properly packed and held in labelled containers and stored in designated storage area. Container of chemical waste shall be closed or sealed. Whereas chemical waste that cannot be recycled should be disposed of at either the CWTC, or other licensed facility, as mentioned above.

6.7 Evaluation of Waste Management Implications 6.7.1 The types of wastes generated during the construction and operational phases have been assessed,

recommendations have been provided to minimise waste arising, and offsite disposal of each type of waste have been suggested.

6.7.2 C&D materials will inevitably be produced during excavation activities. Wastes generated from construction activities include inert and non-inert C&D materials, chemical waste and general refuse. Mitigation measures have been proposed following the avoidance-minimisation-recycling-reuse-treatment-disposal hierarchy.

6.7.3 Wastes generated during construction phase can be minimised through careful planning during the detailed design and with good site practice during construction. The potential for reuse of inert C&D materials within the Project will be rigorously explored throughout the course of the Project in an effort to minimise offsite disposal. C&D materials is suggested to be recycled onsite as much as possible. Various waste management measures and good site practices have been provided to minimise potential adverse impacts and to reduce the volume of waste.

6.7.4 During operational phase, no significant waste implication is expected from the carpark staff. The quantity of general refuse and chemical waste arising from the operational phase is minimal and can be minimised by implementing an effectual waste handling system and waste reduction programme, and by hiring a reputable waste collector. Chemical waste register with the EPD as a chemical waste producer and follow the guidelines stated in the Code of Practice on the Packaging, Labelling and Storage of Chemical Wastes. As such it is considered to have no adverse environmental impacts.

6.7.5 Provided that the wastes are managed by implementing all the recommended mitigation measures, no significant environmental impact is anticipated from the waste management implications.



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7 LAND CONTAMINATION REVIEW 7.1 Introduction 7.1.1 This section examines any potential contaminated land issues which may arise during the

construction phase and to propose remediation measures if necessary.

7.1.2 Contaminated land refers to land which has been polluted by hazardous substances as a result of industrial or commercial operations carried out on and around the site over a number of years. Very often, these contaminants pose hazardous risks or cause detrimental effects to the land users or the nearby environment.

7.2 Environmental Legislation, Standards and Guidelines 7.2.1 The relevant legislation, standards and guidelines applicable to the present study of contaminated

land issues for the Project Site and infrastructure works boundary include:

• Practice Guide for Investigation and Remediation of Contaminated Land, August 2011 (Practice Guide);

• Guidance Note for Contaminated Land Assessment and Remediation, August 2007 (Guidance Note); and

• Guidance Manual for Use of Risk-Based Remediation Goals for Contaminated Land Management, December 2007 (Guidance Manual).

• Annex 19 of the TM-EIAO, Guidelines for Assessment of Impact On Sites of Cultural Heritage and Other Impacts (Section 3: Potential Contaminated Land Issues), EPD, 1997

7.2.2 Under Annex 19 of the TM-EIAO, a number of potentially contaminating historical land uses should be considered, including oil installations, gas works, metal workshops, car repair and dismantling workshops, which have the potential to cause or have caused land contamination.

7.2.3 The methodology for conducting the study of contaminated land issues will be carried out in accordance with the Practice Guide and Guidance Manual. In addition to the above, references will also be made from the Guidance Note.

7.2.4 Desktop review, site reconnaissance and a review of historical and current land uses will provide information and guidance to characterise and identify if potential contamination exists or may be present during the construction and operation of the Project. Under the Guidance Note, a land contamination assessment shall include at minimum the following:

a) Provide a clear and detailed account of present land use and relevant past land use activities that may lead to potential land contamination;

b) Identify areas of potential contamination and associated impacts, risks or hazards to human health and the environment; and

c) Conclude and provide recommendation if further works regarding land contamination issues are required for the Project.

7.3 Description of the Environment 7.3.1 The Project is located in Tung Tau Industrial Area, a developed rural area in Yuen Long and the site

is surrounded by industrial buildings and residential establishment. The area is relatively flat, encompassed by access roads and cycling tracks. Figure 2.1 illustrated the location of the Project Site.

7.3.2 The area of the Project Site is approximately 1.4 hectares. Current land use at the Project Site is a playground consisting of open space, basketball courts, soccer fields and public washroom.



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7.3.3 The assessment area refers to the boundary of the Project Site, which is bounded by Hong Yip Street, Po Yip Street, Keung Yip Street and Wang Yip Street East.

7.4 Assessment Approach and Methodology 7.4.1 According to the Practice Guide, site appraisal shall precede to determine the need for site

investigation, and to provide the information to support a contamination assessment, which the findings will subsequently determine if site remediation is required.

7.4.2 Under EPD’s Practice Guide, if a site is found to be contaminated, no construction activities or development of the site should be carried out until the remediation works have been validated and approved by EPD. This assessment may take up to 12 months or longer depending on the extent of contamination. It is therefore important that the Project Proponent undertake the initial evaluation by considering, as early as possible in the planning process, whether contamination is an issue and pose a risk to the Project development.

7.4.3 As land contamination is often linked to past uses of land and is more likely to have occurred when land is or was used or zoned for industrial, agricultural or commercial purposes, the review of historical land use and site appraisal include consideration of information such as, but not limited to:

a) Desktop review of existing and historical survey maps;

b) Interpretation of existing and historical aerial photographs;

c) Review of previously conducted Ground Investigations (GI) and boreholes;

d) Review of land use record, permitted uses of existing private lots; and

e) Site inspection and its vicinity to verify the gathered information.

7.4.4 The site inspection was carried out to identify any physical clues of contamination, such as the presence of industrial-related activities or building structures, underground storage tanks (USTs), chemical drums or oil stains, unnatural colours / odours and abandoned piping / mechanical components at the site.

7.5 Desktop Appraisal and Site Geology 7.5.1 Detailed desktop reviews have been conducted to review past and present land uses, activities and

installations in the vicinity of the Project Site boundary that may pose potential for contamination to the land.

7.5.2 Existing information from historical land contamination site investigations and other contamination reports for areas located within the vicinity of the Project Site have been reviewed, including the following:

7.5.3 The Geological Map of Hong Kong Web-based Edition – 2006, published by the Geotechnical Engineering Office, and aerial photos indicate that the Project Site is situated on the Lok Ma Chau Formation. The stratigraphy consisted of carboniferous metamorphosed sedimentary rocks and sandstones with ages ranging from approximately 354 to 280 million years before present.

7.5.4 The development history of the Project Site and surrounding areas were reviewed with the aid of aerial photographs and historical land uses to identify known or potential environmental concerns. Historical aerial photographs are included in Appendix 7.1.

7.5.5 According to the first aerial photograph, the Project Site was observed serving as fish ponds and surrounding areas were mainly natural terrain, covered in vegetation. Site clearance and development took place progressively from early 1980s to until 1988, medium to high-rise industrial buildings surrounding the site were observed. According to historical sources, the Tung Tau Industrial Area Playground was commissioned in 1989.

7.5.6 Pond sediments were identified in previously conducted GI investigations (Appendix 7.2), no sediments have been identified within the Project Site boundary but pond deposits have been identified approximately 50 m from Site boundary. The GI was conducted previously by:



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(1) GI Report No. 56963 conducted by Vibro (H.K.) Limited Contract No. TC X304, for

Architectural Services Department, Project No.: 274RS/8026, Redevelopment of Tung Tau Industrial Area Playground, Yuen Long, Works Order No. ASD 011880.

7.5.7 No major changes on land use at the Project Site was observed since 1989 until the current day. No potential contamination of historical land uses observed from the review of aerial photographs. Table 7.1 summarises the historical land uses and key findings for the Project Site.

Table 7.1 Summary of Aerial Photos Review

Year Height (feet)

Photograph Reference No.

Site Description

1949 8,000 81A_136-6054 The Project Site is located on ponds, Shan Pui River and floodplains.

1956 16,700 F22_560-0209 No change to Project Site. Shan Pui River was modified, and a section in the floodplain was converted into a pond (in blue).

1975 4,000 12121

The Site remained as pond and lower section covered in secondary vegetation. Surrounding areas mainly consisted of open space covered in vegetation. A building roof (in turquoise) was observed constructed east of the Site.

1980 4,000 32922 The ponds within and surrounding the Project Site and Shan Pui River was filled.

1981 4,000 39560

Northeastern portion (in blue) of the Project Site was also filled. Roads were constructed around Project Site and site clearance activities/filling surrounding the site was observed. According to historical sources, low rise residential complex Kwan Lok Sun Chuen (in yellow) completed construction in 1981.

1988 4,000 A13056

Site clearance and construction activities are observed within Project Site between 1981 and 1988. By 1988, industrial buildings surrounding the site (in green) were observed. Building structures were removed (in turquoise) and site was cleared.

1989 4,000 A18819

Construction activities were completed and according to historical resources, the Tung Tau Industrial Area Playground was commissioned in 1989. The Project Site was paved into two football fields and a recreational area. No major changes to surrounding area.

2000 3,500 CN27735 No changes to Project Site and surrounding area.

2005 2,500 CW65235 The football fields were re-paved between 2001 and 2005. The southwestern portion of Project Site was under construction (in blue). No changes to surrounding area.

2015 2,500 CW115897

The construction of the southwestern portion was completed between 2006 and 2015. Two basketball fields and some structures are observed within that portion. Otherwise, no changes to other parts of Project Site. High-rise residential One Regent Place (in blue) completed its construction and obtained occupancy permit in 2012.

2021 6,900 E131260C No changes to Project Site and surrounding areas from 2016 to 2021 and it resembles to present day.



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7.5.8 The review of historical aerial photographs revealed that the Project site was originally located in floodplains and natural flat terrain. Habitats around Project site mainly comprises a river, floodplains and vegetation. No potential land contamination is anticipated on historical land uses at the Project Site. components at the site.

7.6 Site Inspection 7.6.1 Site inspections were conducted on 26 October 2021 and 2 November 2021 to verify current site

conditions with desktop review. Site inspection photos are included in Appendix 7.3.

7.6.2 Land use activities identified outside the Project Site are developed rural residential and industrial buildings. Along Hong Yip Street is the Manfield Industrial Centre (Photos 1 to 3) on the northeast. Transport Department’s Designated Car Testing Centre and trucks are observed in the loading/unloading area. The floors are raised and the ground condition appeared well-maintained, no stains or visible cracks are identified.

7.6.3 Three industrial buildings (Photos 4 to 11) are identified on Wang Yip Street East. Car repair and servicing shops are the major land uses on the ground floor. The floors are raised and ground condition appeared well-maintained, no stains or visible cracks are observed.

7.6.4 Keung Yip Street Rest Garden, access road, footpath and cycling tracks are observed located on the southwest (Photos 12 to 16). Sitting-out area and Kwan Lok Sun Chuen (low-rise houses) are observed on the other side of Po Yip Street (Photos 17 & 18). Adjacent to Kwan Lok Sun Chuen is One Regent Place (high-rise residential building) (Photo 19).

7.6.5 The flooring and ground condition of the playground including the basketball courts and soccer fields appeared well-maintained and no visible cracks are observed (Photos 21 to 27). Refuse and recycling bins are provided (Photo 28) and wastes are properly stored on site.

7.6.6 A public washroom facility (Photo 29 & 30) and two store rooms (Photos 31 to 38) are identified within Site boundary. The two store rooms are used as storage of general cleaning and loose items such as brooms, hand soap, soft plastic tubing and toilet papers. No chemicals or dangerous goods are identified in the store rooms; plastic and wooden pallets are used for secondary containment (Photos 31 & 38). The concrete of the store rooms are well-maintained and free of stains and cracks.

7.6.7 A meter room is identified at the back of store room #1 and the interior is kept well, surface is clean and crack-free (Photo 36). No aboveground / underground oil storage tanks, chemicals or dangerous goods are found stored on site during site inspection. Known current uses of adjoining areas at the Project Site is summarised in Table 7.2 below:

Table 7.2 Current Uses of Adjoining Sites at the Project Site Direction Street Name Name Address Activity

East Po Yip Street One Regent Place High-rise residential building

North Hong Yip Street Manfield Industrial Centre Medium-rise industrial building

West Wang Yip Street

East Golden Town Industrial

Building, Tsun Mee Industrial Building, Wang Yip Centre

Medium-rise industrial building

South Keung Yip Street

Keung Yip Street Rest Garden, Kwan Lok Sun Tsuen

Open space and low-rise village establishment

7.6.8 Surrounding land uses observed are developed paved road network, low and high-rise residential establishment, and industrial buildings. Car repair and servicing shops are identified on the ground floor of some industrial buildings but floorings are raised, concrete slabs are paved and no major stains or cracks are observed during site inspection.

7.6.9 There was an absence of potential sources such as substation and/or backup generator in the Project Site. No other polluting sources such as oil installation, gas work, power plant, shipyard, metal workshop, car dismantling workshop, which have the potential to cause or have caused land



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contamination were observed at the Site. Potential contamination of historical and current land uses to the Project Site is not anticipated.

7.7 Government Records 7.7.1 Various HKSAR Government Departments listed below have been approached on the historical land

use, chemical storage, and accident records for further identification of potential land contamination. Replies from government departments are included in Appendix 7.4.

Environmental Protection Department (EPD)

7.7.2 Request letter was sent to EPD on 6 October 2021 to identify historical records of chemical and dangerous spillage / leakage. A reply from EPD dated 28 October 2021 indicated no accidents of such has been reported in the past three years.

7.7.3 In order to identify and current and previous chemical waste producers (CWPs) on the Project Site, an appointment with the EPD was made on 5 November 2021 to obtain a list of CWPs. A full list of valid and invalid CWPs nearby the Project Site is presented in Appendix 7.5. Review of CWPs revealed the nature of businesses adjacent to the Site (also verified by visual site inspection) include car repair and motor vehicle maintenances, tyre servicing and fuel injection pump services. However, there is no CWP in connection to the Site. No industrial activities, oil installations, gas works, metal workshops, car repair and dismantling workshops, which have potential to cause land contamination existed at the Project Site.

Fire Services Departments (FSD)

7.7.4 To identify the registration records of Dangerous Goods (DG) and the historical records of dangerous goods spillage / leakage, a letter was sent to FSD on 6 October 2021. However, only an interim reply (acknowledge letter) was received at the time of report issuance.

Lands Department (LandsD)

7.7.5 A request letter was sent to LandsD on 6 October 2021 to identify the current and past land uses of the Project Site and reported land contamination issues. Reply from LandsD has not been received at the time of report issuance.

7.7.6 Based on the above information provided by various Government Departments, the potential contamination to the land is low as there are no record of chemical spillage and/or leakage, and an absence of Underground Storage Tank (UST).

7.8 Future Land Use 7.8.1 Future land use plan at present is that the Project Site will be developed into a public open

recreational playground and an underground public vehicle park. This type of land use is regarded as open space and there will be no land use change.

7.9 Evaluation of Land Contamination Issues 7.9.1 The potential contaminated area at the Project Site is determined according to historical and current

land uses and activities potentially leading to soil or groundwater contamination.

7.9.2 Based on the review of aerial photographs, visual site inspection and government records, no suspected land contamination due to historical or current land uses is identified in the Project Site and its vicinity. No hotspots or stains are identified during site inspection.

7.9.3 In view of site history, potential land contamination for the Project Site is not anticipated. No land contamination impacts are expected during the construction phase of the Project. Further contaminated soil sampling and testing is therefore deemed not required.



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8 CONCLUSION 8.1 Overall 8.1.1 A Preliminary Environmental Review (PER) has been conducted for the Re-development of Sports

Facilities with Public Vehicle Park in Tung Tau Industrial Area to ascertain the environmental acceptability of the Project.

8.1.2 The proposed development is a re-development of Tung Tau Industrial Area Playground with incorporation an underground public vehicle park and reprovision of existing facilities, including one 7-a-side hard-surfaced soccer pitch cum handball court, one multi-purpose hard-surfaced court (one 7-a-side hard-surfaced soccer pitch or two 5-a-side soccer pitches or two handball courts), two basketball courts, retractable spectator stand, a service block and other ancillary facilities. Potential impacts associated with air quality, noise, water quality, waste management have been reviewed in this assessment.

8.2 Air Quality 8.2.1 Dust generated from construction activities is the primary concern during the construction phase.

Due to the small-scale of the Project, dust emission induced by the Project would be expected to be insignificant. With the implementation of proper mitigation measures, no adverse air quality impacts are anticipated during construction phase.

8.2.2 For operation phase, no adverse air quality impacts are anticipated with no air-sensitive uses located within the buffer distance of 5m from the road kerb of the surrounding roads.

8.3 Noise 8.3.1 The construction activities will be within the small site area which is approximately 1.4 hectare in

size. The number of PME is expected to be limited. Given that the small scale and limited extent of construction, the construction noise is anticipated to be minimal. Construction noise impacts could be effectively mitigated by inclusion of proper contracts clauses for construction noise mitigation in the works contracts. With implementation of recommended noise mitigation measures, the construction noise impact to the NSRs in the vicinity is anticipated to be insignificant.

8.3.2 The induced traffic would be limited to private vehicles by users of PVP. Given the limited parking spaces and minimal induced traffic, significant traffic noise impact from the Project is not anticipated.

8.3.3 With the adoption of the maximum permissible SWLs for the proposed fixed plants, the impact noise levels at all representative NSRs would comply with the relevant fixed noise criteria. Therefore, adverse fixed noise sources impact to all representative NSRs is not anticipated. The maximum SWL should be implemented and refined during the detailed design stage of the Project by the Contractor/ future operator taking into account the exact design details of plants and the actual surrounding conditions. Any planned noise sensitive uses identified at later stage should also be incorporated and taken into consideration for the assessment.

8.4 Water Quality 8.4.1 During the construction phase, potential water quality impact would be generated from site run-off

and sewage from workforce from various construction activities. With the implementation of the recommended mitigation measures, no adverse water quality impact from the construction works for the Project is anticipated.

8.4.2 During operation phase, the operation of the proposed development does not impose a significant additional load to the existing sewerage system and the capacity of existing sewer pipes is adequate



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to tolerate the additional load from the Project. No operational water quality impact from the Project is anticipated.

8.5 Waste Management 8.5.1 During construction phase, wastes generated by the construction activities are likely to include C&D

materials, general refuse from the workforce and chemical waste from any maintenance of construction plant and equipment. Wastes generated during construction phase can be minimised through careful planning during the detailed design and with good site practice during construction. Provided that the identified wastes are handled, transported and disposed of using approved methods and that the recommended good site practices are strictly followed, adverse environmental impacts are not anticipated during construction of the Project.

8.5.2 During operational phase, the key waste types include general refuse generated within the site, as well as chemical waste from routine servicing and maintenance activities for the Electrical & Mechanical (E&M) equipment. Provided that all these wastes are handled, transported, and disposed of in strict accordance with the relevant legislative requirements and the recommended mitigation measures are properly implemented, no adverse environmental impact is expected during the operational phase.

8.6 Land Contamination 8.6.1 Based on the review of aerial photographs, visual site inspection and government records, the

findings revealed that no potential land contamination issue is anticipated from the past and present land use activities at the Project Site.

8.6.2 In view of site history, potential land contamination for the Project Site is not anticipated. No land contamination impacts are expected during the construction phase of the Project. Further contaminated soil sampling and testing is therefore deemed not required.

Appendix 3.1 Confirmation of Road Type from TD

1

Yu, Jessica Yan-Ting

From: KC LEE <[email protected]>Sent: Thursday, June 10, 2021 1:54 PMTo: [email protected]: Ming Yip TSE; Felicia Yi Ning LEUNG; [email protected];

[email protected]; [email protected]; Chan, Chun-Kwok; Ho, Barry Tsz-Wai; Yu, Jessica Yan-Ting; [email protected]; [email protected]

Subject: Fw: ASD102/8026/RX/T71/QC1 - S16 Planning Application for Sports Facilities with Public Vehicle Park in Tung Tau Industrial Area, Yuen Long (Programme No.28TP)

Dear Meg I have no adverse comment on the proposed road type listed in your email. Many thanks. Best Regards Wilson Lee E/YLE, TE(NTW), TD Tel. 2399 2421 ----- Forwarded by KC LEE/TD/HKSARG on 10/06/2021 13:50 ----- From: <[email protected]> To: <[email protected]>, <[email protected]> Cc: <[email protected]>, <[email protected]>, <[email protected]>, "'Chan, Chun-Kwok'" <[email protected]>, "'Ho, Barry Tsz-Wai'" <[email protected]>, "'Yu, Jessica Yan-Ting'" <[email protected]>, <[email protected]>, <[email protected]> Date: 10/06/2021 09:49 AM Subject: ASD102/8026/RX/T71/QC1 - S16 Planning Application for Sports Facilities with Public Vehicle Park in Tung Tau Industrial Area, Yuen Long (Programme No.28TP)

Dear Mr. Man, We are the Traffic Sub-consultant of the captioned project (Section 16 Planning Application for Sports Facilities with Public Vehicle Park in Tung Tau Industrial Area, Yuen Long). As refer to the project, we would like to seek your advice on the road types of following road sections surrounding the project site, which are critical for environmental assessment. Grateful if you could comment / confirm the road type of the concerned road as below: 1. Wang Yip Street East – Local Distributor

2. Keung Yip Street – Local Distributor

3. Po Yip Street – Local Distributor

4. Hong Yip Street – Local Distributor

Should there be any queries, please feel free to contact me.

2

Regards, Meg Mak Senior Traffic Engineer

OZZO Technology (HK) Ltd.

14/F. EIB Tower, Nos. 4-6 Morrison Hill Road, Wan Chai, Hong Kong T: (852) 3488 5449 / F: (852) 3020 0370 www.ozzotec.com

Appendix 7.1 Historical Aerial Photos

‘Not to scale’ refers to the identification of the ‘Project Site’ on the aerial photo.

Aerial Photographs 1949 (Photo reference: 81A_136-6054) 8,000 ft.

Observation: Project Site partially located on pond, Shan Pui River and its surrounding floodplain.

N

Not to scale

Project Site

Shan Pui River


1956 (Photo reference: F22_560-0209) 16,700 ft.

Observation: No change to Project Site, remained as pond and floodplains. Shan Pui River was modified, and a section in the floodplain was converted into a pond (in blue).

N

Not to scale

Project Site


1975 (Photo reference: 12122) 4,000 ft.

\ Observation: The Site remained as pond and lower section covered in secondary vegetation. Surrounding areas mainly consisted of open space covered in vegetation. A building roof (in turquoise) was observed constructed east of the Site.

N

Not to scale

Project Site



Observation: The ponds within and surrounding the Project Site and Shan Pui River was filled.

N

Project Site

Not to scale



Observation: Northeastern portion (in blue) of the Project Site was also filled. Roads were constructed around Project Site and site clearance/filling activities (in green) surrounding the site was observed. According to historical sources, low rise residential complex Kwan Lok Sun Chuen (in yellow) completed construction in 1981.

Not to scale

N

Kwan Lok Sun Chuen

Project Site


1988 (Photo reference: A13056) 4,000 ft.

Observation: Site clearance and construction activities are observed within Project Site between 1981 and 1988. By 1988, medium to high-rise buildings surrounding the site (in green) were observed. Building structures were removed (in turquoise) and site was cleared.

N

Project Site

Not to scale

Kwan Lok Sun Chuen


1989 (Photo reference: A18711) 4,000 ft.

Observation: Construction activities were completed and according to historical resources, the Tung Tau Industrial Area Playground was commissioned in 1989. The Project Site was paved into two football fields and a recreational area. No major changes to surrounding area.

N

Project Site

Not to scale


2000 (Photo reference: CN27736) 3,500 ft.

Observation: No changes to Project Site and surrounding area.

N

Project Site

Not to scale


2005 (Photo reference: CW65236) 2,500 ft.

Observation: The football fields were re-paved between 2001 and 2005. The southwestern portion of Project Site was under construction (in blue). No changes to surrounding area.

N

Project Site

Not to scale


2015 (Photo reference: CW115897) 2,500 ft.

Observation: The construction of the southwestern portion was completed between 2006 and 2015. Two basketball fields and some structures are observed within that portion. Otherwise, no changes to other parts of Project Site. High-rise residential One Regent Place (in blue) completed its construction and obtained occupancy permit in 2012.

N

Project Site

Not to scale


2021 (Photo reference: E131260C) 6,900 ft.

Observation: No changes to Project Site and surrounding areas from 2016 to 2021 and it resembles to present day.

N

Project Site

Not to scale

Appendix 7.2 Previous GI with Pond Deposit

晉美工業大廈

平台

平台

第一座

第二座

宏業工貿中心

平台

平台

平台

萬輝工業中心

第三座

平台

單車徑

單車徑

寶業街

德業街

強業街

道路

宏業東街

強業街休憩花園

尚豪庭

籃球場

籃球場

籃球場

看台

寶威大廈

Ｂ座

２座

錦城工業大廈

晉美工業大廈

１３座

１１座

興華工業大廈

Ｇ座

Ｉ座

大昌貿易行汽車服務中心有限公司

Ｃ座

１０座

３座

安樂道變電站

保良局動感青年天地

Ａ座

平台

第１座

第２座

平台

平台

平台

平台

平台

平台

平台

平台

（遠東）有限公司

ＣＰＬ香料

玄關二帝廟

第一座

第二座

宏業工貿中心

嘉栢中心三期

嘉栢中心ＩＩ

晉源押

平台

平台

平台

平台

平台

平台

平台

大王古廟

平台（下層停車場）

麗新元朗中心

元朗物流中心

富華工業大廈

Ｅ座安勁工業大廈

基達中心

Ｊ座Ｈ座

１２座

萬輝工業中心

６座

５座

９座

７座

Ｆ座

１座

Ｄ座

１６座

８座

１５座

正興貨倉（元朗）有限公司

第三座

平台

元朗貿易中心

渠

單車徑

單車徑

單車徑

單車徑

斜路

斜路

單車徑

單車徑

單車徑

斜路

單車徑

斜路

斜路

露天貨倉

道路

道路

道路

道路

道路

道路

街業

朗

康業街

流業街

流業街

元朗舊墟路

宏業南街

鈞樂里

西溪路

翠桐里

寶業街

長盛街

酒街

德業街

朗業街

強業街

康業街

道路

道路

道路

路業

涌

德業街

宏業西街

流業街

泥路

泥路

南邊圍八里

南邊圍九里

良業街

元朗安樂路

山貝路

喜業街

德業街

宏業東街

利益街

道路

道路

南邊圍十里

南邊圍七里

宏業東街

元朗舊墟

東頭工業區

映御

花園


西邊圍

金巴崙長老會耀道中學

鐘聲學校

尚豪庭

東門口

采葉庭

鈞樂新邨

山貝洪田村

寶業街休憩處

德業街遊樂場

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停車場

停車場

停車場

元朗科技中心

健康工房（集團）中心

嘉華工業大厦

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良業街

科業街

宏業西街

道路

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宏富苑

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Football Field

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Basketball Court

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Football Field

AutoCAD SHX Text

Basketball Court

AutoCAD SHX Text

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Mansfield Industrial Centre

AutoCAD SHX Text

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House

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AutoCAD SHX Text

House

AutoCAD SHX Text

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AutoCAD SHX Text

House

AutoCAD SHX Text

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AutoCAD SHX Text

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AutoCAD SHX Text

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AutoCAD SHX Text

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AutoCAD SHX Text

Tower 1

AutoCAD SHX Text

Podium

AutoCAD SHX Text

C19

AutoCAD SHX Text

C18

AutoCAD SHX Text

C17

AutoCAD SHX Text

C12

AutoCAD SHX Text

C11

AutoCAD SHX Text

D5

AutoCAD SHX Text

D3

AutoCAD SHX Text

Wang Yip Centre

AutoCAD SHX Text

Annking Industrial Building

AutoCAD SHX Text

Tower 2

AutoCAD SHX Text

Tower 3

AutoCAD SHX Text

C16

AutoCAD SHX Text

C15

AutoCAD SHX Text

C13A

AutoCAD SHX Text

C13

AutoCAD SHX Text

D9

AutoCAD SHX Text

D8

AutoCAD SHX Text

C10

AutoCAD SHX Text

C1

AutoCAD SHX Text

Golden Town Industrial Building

AutoCAD SHX Text

Tsun Mee Industrial Building

AutoCAD SHX Text

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AutoCAD SHX Text

House

AutoCAD SHX Text

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AutoCAD SHX Text

House

AutoCAD SHX Text

Podium

AutoCAD SHX Text

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AutoCAD SHX Text

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AutoCAD SHX Text

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AutoCAD SHX Text

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AutoCAD SHX Text

Cycling Track

AutoCAD SHX Text

Cycling Track

AutoCAD SHX Text

Cycling Track

AutoCAD SHX Text

KEUNG YIP STREET

AutoCAD SHX Text

PO YIP STREET

AutoCAD SHX Text

Road

AutoCAD SHX Text

Road

AutoCAD SHX Text

HONG YIP STREET

AutoCAD SHX Text

WANG YIP STREET EAST

AutoCAD SHX Text


AutoCAD SHX Text

TAK YIP STREET

AutoCAD SHX Text

Place

AutoCAD SHX Text

One Regent

AutoCAD SHX Text

Keung Yip Street Rest Garden

AutoCAD SHX Text

Tung Tau Industrial Area Playground

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Tower 7

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Tower 15

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Tower 9

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AutoCAD SHX Text

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AutoCAD SHX Text

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AutoCAD SHX Text

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AutoCAD SHX Text

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AutoCAD SHX Text

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AutoCAD SHX Text

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Tower 1

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Energetic Youth Club

AutoCAD SHX Text

Po Leung Kuk

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Tower 1

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Tower 2

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TS

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Podium

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AutoCAD SHX Text

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B32

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B31

AutoCAD SHX Text

B30

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A28

AutoCAD SHX Text

A29

AutoCAD SHX Text

(Far East)Limited

AutoCAD SHX Text

CPL Aromas

AutoCAD SHX Text

Yi Tai Temple

AutoCAD SHX Text

Yuen Kwan

AutoCAD SHX Text

Podium(Car Park under)

AutoCAD SHX Text

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AutoCAD SHX Text

TS

AutoCAD SHX Text

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AutoCAD SHX Text

TS

AutoCAD SHX Text


AutoCAD SHX Text

RCP

AutoCAD SHX Text

Stand

AutoCAD SHX Text

Po Wai Building

AutoCAD SHX Text

Tower 5

AutoCAD SHX Text

Tower 1

AutoCAD SHX Text

Dah Chong Hong(Motor Service Centre)Ltd.

AutoCAD SHX Text

Hing Wah Industrial Building

AutoCAD SHX Text

Wang Yip Centre

AutoCAD SHX Text

Keader Centre

AutoCAD SHX Text


AutoCAD SHX Text

Crown Data Centre III

AutoCAD SHX Text

Yuen Long Logistics Centre

AutoCAD SHX Text

Tower 2

AutoCAD SHX Text

Tower 3

AutoCAD SHX Text

Podium

AutoCAD SHX Text

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AutoCAD SHX Text

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AutoCAD SHX Text

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D8

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Temple

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Tai Wong

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Fu Wah Industrial Building

AutoCAD SHX Text

Tower 2

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Tower 10

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Trading Centre

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AutoCAD SHX Text

4.0

AutoCAD SHX Text

4.3

AutoCAD SHX Text

4.7

AutoCAD SHX Text

3.2

AutoCAD SHX Text

4.5

AutoCAD SHX Text

4.7

AutoCAD SHX Text

5.4

AutoCAD SHX Text

4.7

AutoCAD SHX Text

4.4

AutoCAD SHX Text

4.6

AutoCAD SHX Text

4.6

AutoCAD SHX Text

4.4

AutoCAD SHX Text

4.4

AutoCAD SHX Text

4.2

AutoCAD SHX Text

4.7

AutoCAD SHX Text

5.4

AutoCAD SHX Text

4.6

AutoCAD SHX Text

4.3

AutoCAD SHX Text

6.3

AutoCAD SHX Text

4.4

AutoCAD SHX Text

3.6

AutoCAD SHX Text

4.3

AutoCAD SHX Text

4.5

AutoCAD SHX Text

5.1

AutoCAD SHX Text

5.8

AutoCAD SHX Text

3.6

AutoCAD SHX Text

4.7

AutoCAD SHX Text

4.5

AutoCAD SHX Text

5.2

AutoCAD SHX Text

4.4

AutoCAD SHX Text

4.9

AutoCAD SHX Text

4.1

AutoCAD SHX Text

3.9

AutoCAD SHX Text

4.4

AutoCAD SHX Text

4.8

AutoCAD SHX Text

7.4

AutoCAD SHX Text

5.2

AutoCAD SHX Text

3.9

AutoCAD SHX Text

4.7

AutoCAD SHX Text

14.8

AutoCAD SHX Text

4.5

AutoCAD SHX Text

6.2

AutoCAD SHX Text

4.6

AutoCAD SHX Text

5.5

AutoCAD SHX Text

4.5

AutoCAD SHX Text

5.0

AutoCAD SHX Text

5.6

AutoCAD SHX Text

5.0

AutoCAD SHX Text

4.4

AutoCAD SHX Text

5.3

AutoCAD SHX Text

4.8

AutoCAD SHX Text

4.6

AutoCAD SHX Text

12.7

AutoCAD SHX Text

4.6

AutoCAD SHX Text

5.0

AutoCAD SHX Text

5.2

AutoCAD SHX Text

4.5

AutoCAD SHX Text

4.7

AutoCAD SHX Text

5.2

AutoCAD SHX Text

5.0

AutoCAD SHX Text

4.6

AutoCAD SHX Text

3.1

AutoCAD SHX Text

4.8

AutoCAD SHX Text

4.5

AutoCAD SHX Text

5.1

AutoCAD SHX Text

6.3

AutoCAD SHX Text

5.4

AutoCAD SHX Text

4.8

AutoCAD SHX Text

4.4

AutoCAD SHX Text

4.5

AutoCAD SHX Text

4.3

AutoCAD SHX Text

5.0

AutoCAD SHX Text

4.6

AutoCAD SHX Text

4.7

AutoCAD SHX Text

7.8

AutoCAD SHX Text

13.5

AutoCAD SHX Text

4.4

AutoCAD SHX Text

5.5

AutoCAD SHX Text

16.3

AutoCAD SHX Text

4.6

AutoCAD SHX Text

14.9

AutoCAD SHX Text

5.4

AutoCAD SHX Text

5.7

AutoCAD SHX Text

4.7

AutoCAD SHX Text

4.9

AutoCAD SHX Text

14.0

AutoCAD SHX Text

9.4

AutoCAD SHX Text

8.0

AutoCAD SHX Text

4.3

AutoCAD SHX Text

8.8

AutoCAD SHX Text

5.5

AutoCAD SHX Text

4.4

AutoCAD SHX Text

5.0

AutoCAD SHX Text

5.4

AutoCAD SHX Text

5.3

AutoCAD SHX Text

4.8

AutoCAD SHX Text

4.5

AutoCAD SHX Text

5.5

AutoCAD SHX Text

4.9

AutoCAD SHX Text

4.4

AutoCAD SHX Text

5.8

AutoCAD SHX Text

4.3

AutoCAD SHX Text

4.4

AutoCAD SHX Text

4.6

AutoCAD SHX Text

5.5

AutoCAD SHX Text

5.1

AutoCAD SHX Text

4.6

AutoCAD SHX Text

4.3

AutoCAD SHX Text

4.5

AutoCAD SHX Text

5.1

AutoCAD SHX Text

2.7

AutoCAD SHX Text

4.5

AutoCAD SHX Text

5.2

AutoCAD SHX Text

4.3

AutoCAD SHX Text

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AutoCAD SHX Text

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AutoCAD SHX Text

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4.4

AutoCAD SHX Text

5.0

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4.7

AutoCAD SHX Text

3.8

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4.0

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4.4

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4.5

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4.8

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4.1

AutoCAD SHX Text

4.3

AutoCAD SHX Text

3.3

AutoCAD SHX Text

14.8

AutoCAD SHX Text

3.4

AutoCAD SHX Text

3.7

AutoCAD SHX Text

4.6

AutoCAD SHX Text

5.1

AutoCAD SHX Text

14.3

AutoCAD SHX Text

7.7

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3.6

AutoCAD SHX Text

5.2

AutoCAD SHX Text

10.9

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3.1

AutoCAD SHX Text

12.1

AutoCAD SHX Text

4.5

AutoCAD SHX Text

4.2

AutoCAD SHX Text

4.4

AutoCAD SHX Text

14.8

AutoCAD SHX Text

12.1

AutoCAD SHX Text

14.8

AutoCAD SHX Text

5.4

AutoCAD SHX Text

4.3

AutoCAD SHX Text

5.5

AutoCAD SHX Text

4.4

AutoCAD SHX Text

10.1

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5.2

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6.3

AutoCAD SHX Text

5.1

AutoCAD SHX Text

4.6

AutoCAD SHX Text

4.3

AutoCAD SHX Text

6.7

AutoCAD SHX Text

5.4

AutoCAD SHX Text

4.3

AutoCAD SHX Text

4.4

AutoCAD SHX Text

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YUEN LONG ON LOK ROAD

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Road

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Rest Garden

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WIP Oct 2020

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Bus Terminus

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COPYRIGHT RESERVED

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Rev

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Description

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By

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Date

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Project title

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Drawing no.

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Drawn

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S16 PLANNING APPLICATION FOR PROPOSED SPORTS FACILITIES WITH PUBLIC VEHICLE PARK IN TUNG TAU INDUSTRIAL AREA, YUEN LONG

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LOCATION PLAN

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PREVIOUS GI LOCATIONS AT TUNG TAU INDUSTRIAL AREA, YUEN LONG

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APPENDIX 7C

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1. ALL DIMENSIONS ARE IN MILLIMETRES UNLESS OTHERWISE STATED.

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NOTES :

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2. ALL LEVELS ARE IN METRES (M) AND RELATIVE TO HONG KONG PRINCIPAL DATUM (mPD).

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LEGEND :

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PROJECT SITE BOUNDARY

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Filename :

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Z:\7. Projects\Project_H321_Env\2535628A - Tung Tau Sport Facilities and Carpark\6. Working\Land Contamination\basemap\TT_Previous GI Location and Groundwater.dwg

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2021-10-27

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Date :

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0

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OCTOBER 2021

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MC

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N.T.S

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CC

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AC

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PREVIOUS GI LOCATIONS

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PREVIOUS GI LOCATIONS WITH POND DEPOSITS

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DH1

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DH2

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DH3

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P8

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P1

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BH4

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BH2

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BH01

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BH9

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BH13

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BH16

Cassie.Chow

Text Box

APPENDIX 7B

Appendix 7.3 Current Site Photos

嘉華工業大厦


平台

平台

平台

平台

路斜

道路

良業街

宏富苑

籃球場

足球場

籃球場

籃球場

足球場

錦城工業大廈

晉美工業大廈

１１座

興華工業大廈

１０座

安樂道變電站


平台

平台

平台

平台

平台

平台

第一座

第二座

宏業工貿中心

嘉栢中心ＩＩ

平台

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平台

平台

平台

平台

麗新元朗中心

富華工業大廈

安勁工業大廈

萬輝工業中心

９座

８座

第三座

平台

單車徑

單車徑

斜路

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單車徑

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道路

道路

道路

宏業南街

鈞樂里

寶業街

德業街

強業街

康業街

道路

道路

道路

宏業西街

良業街

喜業街

宏業東街

道路

道路

宏業東街

東頭工業區


西邊圍

金巴崙長老會耀道中學

尚豪庭

采葉庭

鈞樂新邨

寶業街休憩處

東頭工業區遊樂場

停車場

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Po Leung Kuk

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Football Field

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Hing Wah Industrial Building

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To, Steffi (Steffi.To)

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Figure 7.1 - Site Inspection Photo Annotation

Site Inspection Checklist General Site Details: Site Owner: Leisure and Cultural Services Department (LCSD) Property Address: Tung Tau Industrial Area Playground, Yuen Long Person Conducting the Checklist Name and Position: Cassie Chow, Principal Consultant Site Activities Number of employees: 2 for cleaning and maintenance Maximum no. of people on site at any time: N/A Typical hours of operation: 8 hours Number of shifts: 2 Scheduled plant shut-down: No Detail the main sources of energy at the site: Electricity Site Description What is the total site area: 1.4 hectares What area of the site is covered by buildings (%): 0.5% Is a site plan available? No Are there any other parties on site as tenants or sub-tenants? No. Describe surrounding land use (residential, industrial, rural, etc.) and identify neighbouring facilities and types of industry. North: Manfield Industrial Centre along Hong Yip Street South: Keung Yip Street Rest Garden and Kwan Lok Sun Tsuen along Keung Yip Street East: One Regent Place along Po Yip Street West: Golden Tower Industrial Building, Tsun Mee Industrial Building, Wang Yip Centre along Wang Yip Street East Describe the topography of the area (flat terrain, rolling hills, mountains, by a large body of water, vegetation, etc.). Flat terrain, developed roads, cycling tracks and residential establishment. State the size and location of the nearest residential communities. One Regent Place (337 units) and Kwan Lok Sun Tsuen (360 units) located approximately 30 m from Project Site boundary. Are there any sensitive habitats nearby, such as nature reserves, parks, wetlands or sites of special scientific interest? No Questionnaire Yes / No /

Unknown Notes

1. What are the main activities/operations at the above address? Open space playground serving basketball and football courts, public washrooms

2. How long have they been occupying the site? Since 1989 3. Were they the first occupant on site? (If yes, what was the usage of

the site prior to occupancy.) Yes

4. Prior to the occupancy, who occupied the site? Fish ponds and vacant vegetated land

5. What were the main activities/operations during their occupancy? Open space playground 6. Have there been any major changes in operations carried out at the

site in the last 10 years? No

7. Have any polluting activities been carried out in the vicinity of the site in the past?

No

8. Has the site ever been used as a petrol filling station/car service garage?

No

9. Are there any boreholes/wells natural springs either on the site or in the surrounding area?

No

10. Are there any registered hazardous installations as defined under relevant ordinances? (If yes, please provide details.)

No

11. Are any chemicals used in daily operations? (If yes, please provide details.) • Where do you store these chemicals?

No No chemicals observed during site inspection

12. Material inventory lists, including quantities and locations available? (If yes, how often are these inventories updated?)

No

13. Has the facility produce a separate hazardous substance inventory?

No

14. Have there ever been any incidents or accidents (e.g. spills, fires, injuries, etc.) involving any of these materials? (If yes, please provide details.)

No

15. How are materials received (e.g. rail, truck, etc.) and stored on site (e.g. drums, tanks, carboys, bags, silos, cisterns, vaults and cylinders)?

N/A

16. Are there any underground storage tanks? • How many underground storage tanks do you have on site? • What are the tanks constructed of? • What are the contents of these tanks? • Are the pipelines above or below ground? • If the pipelines are below ground, has any leak and integrity

testing been performed? • Have there been any spills associated with these tanks?

No

17. Are there any disused underground storage tanks? No 18. Are there regular checks for any spillage and monitoring of

chemicals handled? (If yes, please provide details.) No

19. How are the wastes disposed of? Refuse collection and recycling bins

20. Have any notices of violation of environmental regulations or public complaints been received? (If yes, please provide details.)

No

21. Have any spills occurred on site? (If yes, please provide details.)

• When did the spill occur? • What were the substances spilled? • What was the quantity of material spilled? • Did you notify the relevant departments of the spill? • What were the actions taken to clean up the spill? • What were the areas affected?

No

22. Are there any records of major renovation of the site or re-arrangement of underground utilities, pipe work/underground tanks? (If yes, please provide details.)

No

23. Have disused underground tanks been removed or otherwise secured (e.g. concrete, sand, etc.)?

No

24. Are there any known contaminations on site? (If yes, please provide details.)

No

25. Has the site ever been remediated? (If yes, please provide details.)

No

Observations Yes / No Notes 1. Are chemical storage areas provided with secondary containment

(i.e. bund walls and floors)? N/A No chemical storage areas

observed during site inspection

2. What are the conditions of the bund walls and floors? N/A 3. Are any surface water drains located near to drum storage and

unloading areas? N/A

4. Are any solid or liquid waste (other than wastewater) generated at the site?

No Public washroom observed near basketball courts

5. Is there a storage site for the wastes? No 6. Is there an on-site landfill? No 7. Where any stressed vegetation noted on site during the site

reconnaissance? (If yes, please indicate location and approximate size.)

N/A

8. Were any stained surfaces noted on-site during the site reconnaissance? (If yes, please provide details.)

No

9. Are there any potential off-site sources of contamination? No 10. Does the site have any equipment which might contain

polychlorinated biphenyls (PCBs)? No

11. Are there any sumps, effluent pits, interceptors or lagoons on site? No 12. Any noticeable odours during site walkover? No 13. Are any of the following chemicals used on site: fuels, lubricating oils,

hydraulic fluids, cleaning solvents, used chemical solutions, acids, anti-corrosive paints, thinners, coal, ash, oily tanks and bilge sludge, metal wastes, wood preservations and polyurethane foam?

No

PHOTOGRAPHIC LOG – Site Inspection

Client Name Site Location Project No. Townland Consultants Ltd. Tung Tau Industrial Area Playground, Yuen Long 2535628A

Photo No. Date Photo and Description

1. 26 October 2021

Transport Department’s Designated Car Testing Centre along Hong Yip Street.

2. 26 October 2021

Trucks observed in the loading/unloading area.




3. 26 October 2021

Along Hong Yip Street.

4. 26 October 2021

Car servicing shops located on G/F of Golden Town Industrial Building, northwest corner in the intersection of Hong Yip Street and Wang Yip Street East.




5. 26 October 2021

In front of Golden Town Industrial Building, along Wang Yip Street East.

6.

Alley between Golden Town Industrial Building and Tsun Mee Industrial Building.




7. 26 October 2021

Front view of the Tsun Mee Industrial Building.

8. 26 October 2021

Open space between Tsun Mee Industrial Building and Wang Yip Centre.




9. 26 October 2021

Car repair shop at Wang Yip Centre.

10. 26 October 2021

Auto parts shop at Wang Yip Centre.




11. 26 October 2021

Northwest corner at the intersection of Wang Yip Street East and Keung Yip Street is the Annking Industrial Building, serving as car repair shops.

12. 26 October 2021

Keung Yip Street Rest Garden located southwest of the Project Site, along Keung Yip Street.




13. 26 October 2021

Overview of the cycling tracks outside Tung Tau Industrial Area Playground, along Keung Yip Street.

14. 26 October 2021

Keung Yip Street Rest Garden along Keung Yip Street.




15. 26 October 2021

Intersection of Keung Yip Street and Po Yip Street where the rest garden is located on the right side.

16. 26 October 2021

Cycling tracks outside Tung Tau Industrial Area Playground.




17. 26 October 2021

Po Yip Street Sitting-out Area outside Kwan Lok Sun Chuen

18. 26 October 2021

Front gate at Kwan Lok Sun Chuen




19. 26 October 2021

Overview of One Regent Place (high-rise residential building), looking east.

20. 26 October 2021

One of the entrances to the playground.




21. 26 October 2021

Entrance (gate opened) to the playground.

22. 26 October 2021

Overview of the Tung Tau Industrial Area Playground.




23. 26 October 2021

Overview of the playground.

24. 26 October 2021

Soccer fields and basketball courts.




25. 26 October 2021

Overview of the basketball courts.

26. 26 October 2021

Area between the basketball courtsl




27. 26 October 2021

Exercise area next to basketball courts.

28. 26 October 2021




Overview of the playground.

29. 26 October 2021

Public washroom located near the basketball courts.

30. 2 November 2021

Store room behind public washroom. Area is well-maintained.




31. 2 November 2021

Front view of store room #1 (left and right side)

32. 2 November 2021

Interior of left side of store room #1. Area used as storage, no chemicals observed.




33. 2 November 2021

Interior of right side of store room #1. Area used as resting area, no chemicals observed.

34. 26 October 2021

Loose items observed behind store room #1.




35. 2 November 2021

The back of store room #1, labelled as “Meter Room”.

36. 2 November 2021

Interior of the Meter Room. Area is well-maintained and absence of back-up generator.




37. 26 October 2021

Area outside store room #2.

38. 2 November 2021

Interior of store room #2. Area is well-maintained and it is used to store supplies for the maintenance of public washroom.

Appendix 7.4 Government Record

Appendix 7.5 Chemical Waste Producers

VALID as of 20210826Business Address Nature of Business

Kingwell (China) LimitedFloor M, Tsun Mee Industrial Building, 8 WangYip Street East, Yung Long, N.T.

Trading

Po Loi Fu GarageShop 04, G/F, Fu Wah Industrial Building, Hi Yip Street, Yuen Long, N.T.

Motor Repairing 汽車維修

Yuen Long Rubber Tyres & Battery Company Limited

Flat 3, G/F, Fu Wah Ind Building, No. 17 Hi Yip Street, Yuen Long, N.T.

零售膠輪及電池

Chu Kong Motors Repair CoG/F, Shop 04, Fu Wah Ind Bldg Hi Yip St. Y.L.T.L. 358 Yuen Long, N.T.

Repair and Maintenance of Motor Vehicle

Fat Kee Auto ServicesShop A, G/F, Annking Industrial Bldg. 22 Wang Yip Street East Wang Chau, Yuen Long, N.T.

Motor Repairing

New Territory MotorG/F, No. D, Annking Ind Bldg Y.L.Y.L. 357 Wang Yip St East Yuen Long, N.T.

Repairing of Motor Vehicle

Law Chan FaiShop F, G/F, Annking Industrial Building 22 Wang Yip Street East Yuen Long, N.T.

Car Repairing

Lun Wing CheungD, G/F, Annking Ind. Bldg., Wang Yip Street East, Wang Chau, Yuen Long, N.T.

Motorcar Maintenance

Society for Abandoned Animals Limited

Shop G, G/F, Lee Kwan Building, No. 35-47 Yuen Long On Lok Road, Yuen Long, N.T.

Charity

Yuen Long Eye Surgery CentreShop C01, G/F, Lee Kwan Building, 35-47 Yuen Long On Lok Road, Yuen Long, N.T.

Eye Surgery

Wah Fai Construction & Engineering Co., Ltd.

Yuen Long Town Lot 443 at Hi Yip Street, Yuen Long, N.T.

Construction

Lucking Engineering LimitedUnit A, Groudn Floor, Hung Wai Industrial Building, 3 Hi Yip Street, Yuen Long, N.T.

Engineering and Contracting

Wong Chi Keung of Sai Cheong Auto Air Condition Car Co.

Flat 3A, Ground Floor, Hi Yip Factory Building, Hi Yip Street, Wang Chau, Yuen Long, N.T.

汽車冷氣

Law's Motor Car Engineering Co.

Flat 8, G/F, Hi Yip Factory Bldg, Hi Yip St, Tung Tau Ind. Est. Yuen Long, N.T.

Car Repairing

Man Lee Hang Tyre & Battery Co. Ltd.

Flat 2, Ground Floor, Hing Wah Industrial Building, 18 Hi Yip Street, Tung Tau Industrial Area, Yuen Long, N.T.

Tyre & Battery

Chan Kam CheungG/F, Shop 5 Hing Wah Industrial Building, 18 Hi Yip Street, Tung Tau Industrial Area, Yuen Long, N.T.

膠輪和電池

Health Works (International) Co., Ltd.

G/F - 4/F Health Works (Group) Centre, 8-12 Hi Yip Street, Yuen Long, N.T.

中成藥製造

Choi Man Fai of 豐營汽車冷氣電器修理公司

No. 8, G/F, Hi Yip Factory Building, Hi Yip Street, Yuen Long, N.T.

汽車維修

Yip Mou CHeung of Fu Wah Rubber Tyres Co

Unit D, G/F, Hung Wai Ind. Bldg., 3 Hi Yip Street, Yuen Long, N.T.

Tyres

Sin Chi CheungShop No. 4, G/F, Hing Wah Industrial Building, Hi Yip Street, Yuen Long, N.T.

Car Repairing

K.H. Foundation LimitedYLTL 532, Junction of Wang Yip Street and Hong Yip Street, Tung Tau Industrial Area, Yuen Long

Foundation

Tai Chung Hydraulic Eng CoG/F, No. H, Wang Yip Centre, 18 Wang Yip St. East Yuen Long N.T.

Hydraulic Crane Repairing Service

Motormech Service Station Limited

G/F, Unit A, Wang Yip Centre, 18 Wang Yip St. East, Tung Tau Ind. Est., Yuen Long, N.T.

Motor Service

Suntech. Motor Services Co. Limited

Flat/Rm B & F, G/F, Golden Town Industrial Building, 2 Wang Yip Street East, Yuen Long, N.T.

Motor Car Service

Dragon International Motors Limited

Shop B, G/F., Golden Town Ind. Bldg., 2 Wang Yip St. East Yuen Long, N.T.

Motors Repair

Automanu Injection Pump Services

Shop L, G/F., Wang Yip Centre, 18 Wang Yip St. East Yuen Long N.T.

Fuel Injection Pump Services

Suntech Motor Services Limited

No. B & J, G/F, Wang Yip Centre, 18 Wang Yip Street East, Yuen Long, N.T.

Maintenance of Motor Vehicles

Dragon Motors CompanyShop B G/F Golden Town Ind Bldg 22 Wang Yip Street East, Yuen Long, N.T.

Motors Repair

Yeung Fai Yuk of Hop Hing Automobile Air-conditioning & Electric Eng Co

Block C, Ground Floor, Wang Yip Centre, Wang Yip Street East, Yuen Long, N.T.

Auto Air-Condition & Elect Eng & Taxi

Vast Tech LimitedFlat Unit 4, Ground Floor, Lai Sun Yuen Long Centre, 21-35 Wang Yip Street East, Yuen Long, N.T.

Manufacturing of Lead Frame

Wai Kee Service LimitedFlat E, G/F, Golden Town Industrial Building, 2 Wang Yip Street East, Yuen Long, N.T.

Corporation (Motor Repairing)

Wai Kee Motor Service LimitedShop E G/F Golden Town Ind B;dg 2 Wang Yip Street East Yuen Long, N.T.

Corporation (Motor Repairing)

Leader Civil Engineering Corporation Ltd.

West Rail Contract CC204 Public Transport Interchange at Long Ping Station (Wang Yip Street) N.T.

Civil Construction Works

Sun Hing Motor Service Centre Ltd.

Flat B & F, Ground Floor, Golden Town Industrial Building, 2 Wang Yip Street East, Yuen Long, N.T.

Maintenance of Motor Vehicles

Chan Wing CheungShop K, G/F, Wang Yip Centre, No. 18 Wang Yip Street East, Yuen Long, N.T.

Fuel Injection Pump Services

Kustom Culture Cycle (HK) Ltd.Unit 3, G/F., Lai Sun Yuen Long Centre, 27 Wang Yip Street East, Yuen Long, N.T.

Cycles Shop & Trading

Keung Kee Car Engineering Co.

G/F, Blk F, Wang Yip Trading Centre, 18 Wang Yip Street East, Yuen Long, N.T.

Vehicle Repairation

Sheung Yip Electrical MetalCLP Power Hong Kong Ltd. - On Lok Road Substation, Wang Yip Street East, Yuen Long, N.T.

Elect Trading

Progress Tyres & Batteries Company Limited

Shop E, Ground Floor, Wang Yip Centre, 18 Wang Yip Street East Yuen Long, N.T.

Tyres Repairing

ITE Smartcard Solutions LimitedUnit 08, G/F., Lai Sun Yuen Long Centre, 27 Wang Yip Street East Yuen Long, N.T.

I.T.

United Cars ServicesG/F, Blk C & D Golden Town Ind Bldg, Hong Yip Street, Yuen Long, N.T.

Repairing of Motor Vehicle

National Element Investment Limited

Unit 2, G/F., Mansfield Ind. Ctr. YLTL 406 Hong Yip St Yuen Long, N.T.

Car Washing & Accessories

Chevalier Construction (Hong Kong) Limited

Y.L.T.L. 532, Junction of Wang Yip Street West and Hong Yip Street, Tung Tau Industrial Area, Yuen Long, N.T.

Building Construction

Wallace Harper Motors Company Limited

Unit 6, G/F, Mansfield Industrial Centre, 19 Hong Yip Street, Yuen Long, N.T.

Motor Trading, Parts and Service

Director of Drainage ServicesChung Hau Tsuen, Hong Yip Street, Yuen Long, N.T.

Sewage Treatment

China Harbour Engineering Company (Group)

(Please refer attached drg no. HNH19HY04-GL6003 for exact location), Hong Yip Street, Highways Maintenance Depot, Yuen Long, N.T.

Construction

Drew Ameroid (Singapore) Pte. Limited

G/F., Winsome Bldg., Cat.2 D.G. Warehouse 3, Hong Yip Street, Yuen Long, N.T.

Marketing Marine Supplies

Shun Yuen Construction Co Ltd No. 15 Hong Yip Street, Yuen Long, N.T. Construction

Cumberland Presbyterian Church Yau Dao Secondary School

Hong Yip Street, Area 16, Yuen Long Kau Hui, Yuen Long, N.T.

Education

Crown Facilities Management Limited

G/F, No. 23 Tak Yip Street, Crown Data Centre III, Yuen Long, N.T.

Freight Forwarding

Sanfield Engineering Construction Limited

Pink area, Y.L.T.L. No. 528 Tak Yip Street, Yuen Long, N.T.

Construction

Sinopec (Hong Kong) Petrol Filling Station Company Limited

14 Tak Yip Street, Tung Tau Industrial Area, Yuen Long, N.T.

LPG Filling Station

Kin Wing Foundations LimitedProposed Residential Development at Y.L.T.L. No. 528, Tak Yip Street, Yuen Long, N.T.

Construction of Pile Foundations

Green Alliances LimitedShop No. 3-8, G/F., Far East Consortium Yuen Long Building, 13-33 Yuen Long On Lok Road, Yuen Long, N.T.

Recycling Centre

Smart Health Medical Company Limited

G/F., Tse King House Stage II, 140 Yuen Long On Ning Road, Yuen Long, N.T.

Clinic

Xpert Dental Group (YL) LimitedShop 8, G/F, Fu Cheong Building, 93 Yuen Long On Ning Road, Yuen Long, N.T.

Dental Clinic

Mastermind Veterinary and Medical Service Company Limited

Shop 12, G/F., Ho King Building, 110-136A Yuen Long On Ning Road, Yuen Long, N.T.

Veterinary Clinic

Hong Kong Society for the Blind Yuen Long Hong for the Aged Blind

169 Yuen Long On Ning Road, Yuen Long, N.T. 老人院

Yan Chai Hospital Dental Services Ltd.

Shop E, G/F., On Ning Building, 184 Yuen Long On Ning Road, Yuen Long, N.T.

Dental Clinic

MTR Corporation Limited Long Ping Station, On Lok Road, Yuen Long, N.T. Railway Services & Maintenance

Kin Wing Foundations Ltd.West Rail Long Ping Station (South), Yuen Long, N.T.


Yu Wing Construction & Investment Company Limited

West Rail Long Ping Station (South) Property Development, Yuen Long Town Lot No. 512 (Reprovision Refuse Collection Point), Yuen Long, N.T.

Construction Site

Kin Wing Engineering Co. Ltd.Proposed property development at West Rail Long Ping Station (South), Yuen Long Town Lot No. 512, Yuen Long, N.T.


China Overseas Building Construction Ltd.

West Rail Long Ping Station (South), Property Development at Yuen Long Town Lot No. 512, Yuen Long, N.T.

Construction Field

Kin Wing Foundations LimitedProposed Property Development at YLTL 513 West Rail Long Ping Station (North), Yuen Long, N.T.


Lung KeeLot 557 Wang Yip St. West, Tung Tau Ind. Area, Yuen Long, N.T.

Repairing of Motor Vehicles

G8 Motor Service LimitedUnit 8, G/F, Yuen Long Trading Centre, 33 Wang Yip Street West, Yuen Long, N.T.

Operation of Garage

Wacker Neuson LimitedUnit 6, Ground Floor, Yuen Long Trading Centre, 33 Wang Yip Street West, Yuen Long, N.T.

Wholesale of Light Construction Machinery

But Tin Motor Car Services610B Wang Yip St West, Tung Tau Ind Est. Yuen Long, N.T.


Chun Wo Construction & Engineering Company Limited

Yuen Long Town Lot No. 458, Wang Yip Street West, Yuen Long, N.T.

Building & General Contractors

Fifu Garage Wang Yip Street West STT 612 Yuen Long N.T. Motor Vehicle Repairing & Servicing

First Peak MotorsLot 552 Wang Yip Street West, Wang Chau Ind Est, Yuen Long, N.T.

Servicing of Motor Vehicles

Wai Luen Motor Car Repair FtyWang Yip Street West Lot 1295 Tung Tau Ind Est Yeun Long, N.T.


Kum Shing (K F) Construction Ltd

YLTL 513 near Fo Yip Street/ Kwong Yip Street, Yuen Long, N.T.

Construction

China Geo-Engineering Corporation

Contract No. HY/2020/24 - Walkway No. NF70 - Across On Lok Road and Long Yip Street near Long Ping West Rail Station

Lift Construction at Footbridges, Eleavted Walkways and Subways

Director of Drainage Services Long Yip Street Yuen Long, N.T. Sewage Treatment

Chevalier (Construction) Company Limited

Proposed residential development at Yuen Long Town Lot No. 513, Long Ping (North), Yuen Long

Building Construction

Zung Fu Co LtdG/F Shop No. 1 & 4 Mansfield Ind Ctr Po Yip St, Yuen Long, N.T.

Repairing & Maintenance of Motor Vehicle

Techoy Construction Company Limited

Ex-Yuen Long Estate, On Lok Road/Wing Chau Road, On Ning Road, Yuen Long, N.T.

Building Works (Alternation & Addition)

Wong Wai ShingShop 1, G/F, Yue Fung Industrial Building, 22 Wang Yip Street South, Yuen Long, N.T.

汽車維修

Lee's Cleaning Services Co. Limited

The Rainbow, 22 Wang Yip Street South, Yuen Long, N.T.

Cleaning Services

Hong Yip Service Co LtdNo. 33 Yuen Long Kau Hui Road, Yuen Long, N.T. - The Parcville

物業管理

Yee Cheung Vehicle Services Co.

14 Chung Yip Road, Wang Chau, Yuen Long, N.T. Vehicle Services

Sun Hing HongG/F., No. 6 Kar Wah Industrial Building, Leung Yip Street, Yuen Long, N.T.

Recovery of Spent Photofinishing Bath

Cheung Shing MotorKar Wah Ind. Bldg. 7 Leung Yip Street, Yuen Long, N.T.


Rayhill Engineering Company Limited

Shan Pui Ho East Road, Yuen Long, N.T. 建築

Isuzu Glass (HK) Company Limited

Yuen Long Industrial Estate, 35 Wang Lok Street, Yuen Long, N.T.

Lens Processing Factory

Toppan Forms Card Technologies Limited

27 Wang Lok Street, Yuen Long Ind'l Estate, Yuen Long, N.T.

Printing

Epro Advance Technology Limited

35 Wang Lok Street, Yuen Long Industrial Estate, Yuen Long, N.T.

Functional Textile Development and Portable Energy Products

Bright Future Pharmaceutical19 Wang Lok Street, Yuen Long Industrial Estate, Yuen Long, N.T.

製藥，貨倉 (Manufacturing of Pharmaceuticals & Godown)

Chiho - Tiande (HK) Limited48 Wang Lok Street, Yuen Long Industrial Estate, Yuen Long, N.T.

Recycling, Reuse & Processing of Mixed Metal Scrap

Wise Trend Engineering LimitedNos. 37-53, Wang Lok Street, Yuen Long Industrial Estate, Yuen Long, N.T.

Design & Build Engineering

Ushio Hong Kong Limited29-31 Wang Lok Street, Yuen Long Industrial Estate, Yuen Long, N.T.

Mfrs & Traders of Electrical

Waytech Ind Ltd1/F & G/F Wayseng Ind Bldg, 21 Wang Lok Street, Yuen Long, N.T.

Bleaching & Dyeing

Director of Drainage ServicesWang Lok Street, Yuen Long Industrial Estate, Yuen Long, N.T.

Sewage Treatment

Northeast Electric Enterprises Limited

Yuen Long Industrial Estate, 37-53 Wang Lok Street, N.T.

Manufacturing

Hsin Chong Construction (Engineering) Ltd.

50-68 Wang Lok Street, Yuen Long, N.T. Construction

Hong Kong Petrochemical Co Ltd

12 Wang Lok Street, Yuen Long Ind Est. N.T. Mfg of Polystyrene

Clearwaterbay Technology Limited

25 Wang Lok Street, Yuen Long Industrial Estate Yuen Long, N.T.

Chemical and Chemical Products

Fung Shing Steel Company Limited

No. 6 Wang Lok Street, Yuen Long Industrial Estate, Yuen Long, N.T.

Manufacture

Kingsford Environmental (Hong Kong) Limited

Yuen Long Sewage Treatment Works, Wang Lok Street, Yuen Long, N.T.

Consultants

Chiho Eco Protection LimitedG/F, 48 Wang Lok Street, Yuen Long Industrial Estate, Yuen Long, N.T.

Recycling, Reuse & Processing of Mixed Metal Scrap

Hong Kong Hong Yan Tong Pharmaceutical Limited

Blk B, 18 Wang Lok Street, Yuen Long Industrial Estate, Yuen Long, N.T.

中藥

Nestle Dairy Farm Hong Kong Ltd.

16 Wang Lok Street, Yuen Long Industrial Estate, Yuen Long, N.T.

Manufacturing of Diary Products

Nikko Metals Hong Kong Limited36-38 Wang Lok Street, Yuen Long Industrial Estate, Yuen Long, N.T.

Corp

Fortune Pharmacal Company Limited

50-68, Wang Lok Street, Yuen Long Industrial Estate, N.T.

Pharmaceutical Manufacturer

Chiu & Lee Partners Construction Co Ltd

36-38 Wang Lok Street, Yuen Long Industrial Estate, Yuen Long, N.T.

Foundations Work

Saint-Gobain Weber (Hong Kong) Building Material Co., Limited

No. 7 Wang Lok Street, Yuen Long Ind. Est. Yuen Long

Manufacturing & Trading

Viva Healthcare Packaging (HK) Limited

21 Wang Lok Street, Yuen Long, N.T. Plastic Tube Molding

Paul Y. - Crec Joint VentureYuen Long Sewage Treatment Works, Wang Lok Street, Yuen Long Industrial Estate, Yuen Long, N.T.

Construction

Hip Hing Engineering Company Limited

LOTs 1212 SB RP (Part) and SC ss3 RP and adjoining GL in DD115, Tung Tau, Yuen Long, N.T.

General Contractors

Wong Chan Ming of Chit Shing Motor Car Service

Flat 3-4, Ground Floor, Kar Wah Industrial Building, 11 Hei Yip Street, Yuen Long, N.T.

Motor Car Service

Healthy Pharamcy Co. LimitedShop 1, G/F., Tung Cheong Building, 59B, On Ning Road, Yuen Long, N.T.

Corp

Citybase Property Management Limited

No. 38 On Ning Road, Yuen Long, N.T. Property Management

Sun View Express Photo ServiceFlat/Rm B G/F Yen Tsui Building 86 On Ning Road, Yuen Long, N.T.

Photo Service

INVALID as of 20210826Business Address Nature of Business

AMEC-Hong Kong Construction CC-202 Joint Venture

West Rail Contract CC 202 Long Ping Station Ping Shun St Next to YL Sewage Pump Stn Yuen Long N.T.

Construction Site

Leader Civil Engineering Corporation Limited

West Rail Contract CC204 - Public Transport Interchange at Long Ping Station, Ping Shun Street, Yuen Long, N.T.

Construction Work

Bauer Hong Kong LimitedConstruction Site Area of KCRC West Rail Phase I Contract CC 201 Long Ping, Yuen Long, N.T.

Construction

Siu Kee (Hong Kong) Tannery Ltd.Tsun Mee Ind. Bldg. 8 Wang Yip Street East, Yuen Long, N.T.

Leather Finishing

Man Wah Printing FtyG/F No. 1 Fu Wah Ind Bldg 358 Hei Yip St Yuen Long, N.T.

Printing

Al-Vi Wall Plaque O/B AL-Vi Signcrafts Ltd

G/F Flat A Kin On Bldg 77 On Lok Road, Yuen Long, N.T.

Office (Wall Plaque)

Chan Yuk TongG/F., 7 Kar Wah Ind Bldg., 8 Leung Yip Street, Yuen Long, N.T.


New Concepts Foundation Limited

YLTL NO. 532, Junction of Wang Yip Street West and Hong Yip Street, Tung Tau Industrial Area, Yuen Long, N.T.

Construction

Chuen Kee GarageG/F Wang Yip St West STT 609 Yuen Long, N.T.


Chit Shing Motor Car ServiceTung Tau Ind Est Wang Yip South St STT 1297 Wang Chau Yuen Long, N.T.

Servicing of Motor Vehicles

Berlin Chemicals & Dyestuffs Co., Ltd.

Berline Centre 12018 Wang Yip St. South Yuen Long, N.T.

Textile Chemicals Trading

Luen Yau Hardware Machinery Engineering Co. Limited

CLP Power Hong Kong Ltd., On Lok Road Substation, Wang Yip Street East, Yuen Long N.T.

Removal of Transformer

The Kowloon Motor Bus Co (1933) Ltd.

Tung Tau Temporary Depot J/O Hong Yip St & Wang Yip St West Yuen Long, N.T.

Passenger Transportation Corporation

China Youth Trading Ltd.552 Wang Yip St West, Tung Tau Ind Area, Yuen Long, N.T.

Assembly of Motor Vehicle Body

Sime Darby Motor Services LimitedUnit 6, G/F., Mansfield Ind. Ctr. 19 Hong Yip St. Yuen Long N.T.

Distributor, Repairing & Retailing of Car/Spare Parts

Wallace Harper & Co LtdG/F, Unit 3 & 6 Mansfield Ind. Ctr 19 Hong Yip St. YLTL 406 Yuen Long, N.T.

Distribuotr, Repairing & Retailing of Car/Spare Parts

Nokia Mobile Phones Manufacturing (HK) Ltd.

G/F. Man Kee Industrial Bldg. 129-149 On Lok Rd. Yuen Long, N.T.

Cellular Telephone Mfg.

Shui On Building Contractors Limited

Public Rental Housing Development at ex-Yuen Long Estate, Yuen Long On Ning Road, Wang Chau Road, Yuen Long On Lok Road, N.T.

Construction

The Excel PhotoG/F On Ning Building 182 On Ning Road, Yuen Long, N.T.

Photo Finishing

Lee Ming Photo CoG/F, D2 22-24 On Ning Rd Yuen Long, N.T.

Photo Finishing

Business Address Nature of Business

Ho YukON Ning Road Lot 1073 Yuen Long, N.T.

Vehicle Repairing

Tysan Foundation Limited No. 18 Po Yip Street, Yuen Long, N.T. Foundation Engineering

Dah Chong Hong (Motor Service Centre) Ltd

Lot 1586, DD 115 Po Yip St Yuen Long, N.T.

Repair of Motor Vehicle and Spare Parts Sales

Hing Wai Motor ServiceG/F, Rm G, On King Bldg, Keung Yip Street, Yuen Long, N.T.

Motor Vehicle Repairing

Chung Wo Joint VentureKeung Yip Street, Tung Tau Industrial Area Playground, Yuen Long, N.T.

Construction

Clariant (China) Ltd15-17 Wang Lok Street, Yuen Long Ind'l Est Yuen Long, N.T.

Textile Auxiliaries Manufacturing

Viva Optical Disc Manufacturing Limited

21 Wang Lok Street, Yuen Long Industrial Estate, N.T.

Manufacturing

Brigantine Services LimitedYuen Long Industrial Estate, Wang Lok Street, Yuen Long, N.T.

Container and Marine Services

Nestle Dairy Farm Ltd.Wang Lok Street, Yuen Long Ind's Est., 18, Yuen Long, N.T.

Mfg of Dairy Products

China Dyeing Holdings Ltd50-68 Wang Lok St., Yuen Long Ind Est Wang Chau Yuen Long, N.T.

Dyeing & Printing

Eastman Chemical Hong Kong Ltd1-3 Wang Lok Street, Yuen Long Ind'l Est N.T.

Chemical Manufacturing

Brigantine Services Ltd48 Wang Lok St, Yuen Long Ind Est Yuen Long N.T.

Container Refurbishment

Asano Dyeing Co (HK) Ltd35 Wang Lok St, Yuen Long Industrial Estate, Yuen Long, N.T.

Dyeing

International Paper Manufacturing & Distribution Limited

37-53 Wang Lok St. Yuen Long Ind Est Yuen Long, N.T.

Manufacturing & Tdg of Paper & Other Recycling Products

Tai Ah Engineering Co. Ltd.Wang Lok Street, Yuen Long Ind'l Est., N.T.

Sewage Maintenance Engineering

Documents

Appendix 5