Document
reference: |
370161 | 05|01 | A |
Information
class: |
Standard |
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Contents
1.3
Environmental Status in the reporting period
1.4
Summary of EM&A Requirements
2
Impact Monitoring Methodology
3.1
Impact Monitoring Schedule
3.2
Results of Impact Monitoring
4.2
Monitoring of Herpetofauna
4.3
Monitoring of Dragonflies and Butterflies
4.5
Monitoring of Water Quality
5.2
Construction Phase Audit Summary
6
Environmental Site Inspection and Audit
6.2
Solid and Liquid Waste Management Status
6.3
Status of Environmental Licences and Permits
6.4
Recommended Mitigation Measures 35
7
Report on Non-compliance, Complaints, Notifications of Summons and
Successful Prosecutions
7.1
Record of non-compliance of Action and Limit Levels
7.2
Record on Environmental Complaints Received
7.3
Record on Notifications of Summons and Successful Prosecution
7.4
Review of Reasons for and Implications of Non-compliance, Complaints,
Summons and Prosecutions
7.6
Cumulative Statistics for Complaints, Notifications of Summons and
Successful Prosecutions
8.1
Site Preparatory Works and Construction Works for the Coming Month
8.2
Key Issues for the Coming Months
8.3
Monitoring Schedule for the Coming Month
8.4
Conclusions and Recommendations 39
B. Tentative
Construction Programme (not used)
C. Action
and Limit Levels for Construction Phase
D. Event
and Action Plan for Air Quality, Noise, Water Quality and Landscape &
Visual
F. Graphical
Plots of the Monitoring Results
G. Weather
Conditions during the Monitoring Period
H. Ecological
Monitoring Conducted
I.
Summary of Bird Surveys conducted
J. Summary
of Herpetofauna, Mammal and Insect Surveys Conducted
K. Summary
of Water Quality Monitoring associated with Ecological Monitoring conducted
L. Environmental
Mitigation Measures - Implementation Status
M. Landscape
and Visual Audit Photos
Tables
Table 1.1: Summary of Impact EM&A Requirements
Table 1.2: Environmental Monitoring and Audit Schedule
for the Reporting Month
Table 2.1: Air Quality Monitoring Parameters, Frequency
and Duration
Table 2.2: Air Monitoring Stations
Table 2.3: TSP Monitoring Equipment
Table 2.4: Noise Monitoring Parameters, Frequency and
Duration
Table 2.5: Noise Monitoring Stations
Table 2.6: Noise Monitoring Equipment
Table 2.7: Water Quality Monitoring Parameters, Frequency
and Duration
Table 2.8: Water Quality Monitoring Stations
Table 2.9: Water Quality Monitoring Equipment
Table 2.10: Analytical Methods applied to Water Quality
Samples
Table 2.11: Detection Limits for Water Quality
Determinants
Table 2.13: Construction and Operation Phase Audit
Checklist
Table 2.14: Proposed Construction Phase Mitigation
Measures
Table 2.15: Proposed Operation Phase Mitigation Measures
Table 3.1: Summary of 1-hour TSP Monitoring Results
Table 3.2: Summary of 24-hour TSP Monitoring Results
Table 3.3: Summary of Construction Noise Monitoring
Results
Table 3.4: Summary of Water Quality Monitoring Results
Table 4.1: Summary of Ecological Monitoring in WRA and
Survey Area under EM&A Manual
Table 5.1: Construction and Operation Phase Audit Summary
Table 6.1: Summary of Site Inspections and
Recommendations
Table 6.2: Status of Environmental Submissions, Licences
and Permits
Table 7.1: Summary of Exceedances in Water Quality
Table 7.2: Statistics for Complaints, Notifications of
Summons and Successful Prosecution
Table 8.1: Tentative Environmental Monitoring and Audit Schedule
for the Next Reporting Month
Figures
Figure
1.1 General Layout Plan of the
Project Site
Figure
2.1 Locations of Air Quality
Monitoring Stations
Figure
2.2 Locations of Noise Monitoring
Stations
Figure
2.3 Locations of Water Quality
Monitoring Stations
Figure
4.1 Survey Area and Transect Walked
Figure
4.2 Water Quality Monitoring
Locations for Ecological Monitoring
Mott MacDonald Hong Kong Ltd. (“MMHK”) has been
commissioned to undertake the Environmental Team (ET) services to carry out
environmental monitoring and audit (EM&A) for both pre-construction and
construction phases of the Proposed Comprehensive Development at Wo Shang Wai,
Yuen Long.
This is the 166th EM&A report
submitted under the Condition 4.5 of Environmental Permit No. EP-311/2008/E.
This report summarises the findings on EM&A during the period from 1 to 29
February 2024.
Exceedance of Action and Limit Levels
There was no breach of Action or Limit levels
for Air Quality (1-hr TSP and 24-hr TSP) and Noise level (as Leq) in
the reporting month.
During February 2024,
a total of nine Action Level exceedances of pH and 11 Limit Level exceedances
of DO for water quality were observed. All of the exceedances were recorded at
MP3.
Implementation of Mitigation Measures
Site audits were carried out on 5, 16, 22 and
29 February 2024 to confirm the implementation measures undertaken by the
Contractor in the reporting month. The outcomes of the site audits are
presented in Section 6 and the status of implementation of mitigation measures
in the site is shown in Appendix
L.
Record of Complaints
There was no record of complaints received in
the reporting month.
Future Key Issues
Site works scheduled to be commissioned in the
coming three months include regular maintenance work for the Wetland
Restoration Area including adjusting the water level, if required, and removal
of unwanted species in the pond. No major heavy construction works will be
carried out. Potential environmental impacts due to the activities, including
air quality, noise, water quality, ecology and landscape and visual, will be monitored.
Environmental mitigation measures will be
implemented on site as recommended and weekly site audits will be carried out
to ensure that the environmental conditions are acceptable.
In March 2005, the Project Proponent, Profit
Point Enterprises Limited, acquired the development site at Wo Shang Wai in
Yuen Long. An Environmental Impact Assessment (EIA) was then carried out and
approved under the EIA Ordinance (EIAO), and the Environmental Permit (EP-311/2008)
for construction of the comprehensive development in Wo Shang Wai was first
granted by EPD on 9 September 2008 and has been subsequently varied, with the
current version (EP-311/2008/E) issued by EPD on 19 December 2017.
The Project involves the residential
development and associated infrastructure and wetland restoration area and
linear landscape area. The construction works under the Environmental Permit
commenced on 12 May 2010. The site formation construction works of the Wetland
Restoration Area (hereafter WRA) were completed on 15 November 2010 and the WRA
was established by October 2012, within 30 months from the commencement of
construction as stipulated in the EP. This indicated that planting works as
scheduled in the approved Wetland Restoration and Creation Scheme (WRCS; Nov
2009) were complete, except along the western and southern boundary where the
planting is affected by the existing site boundary and noise barrier, and for
which a Variation to Environmental Permit (EP-311/2008/C) to defer planting at
the location was approved. Consequently, EP (EP-311/2008/D) including specific
mitigation measures to minimise certain identified noise impacts during the
operation phase was approved. The current valid EP (EP-311/2008/E) comprises
varied conditions for the implementation and maintenance of visual and
landscape measures, and for the implementation of noise mitigation
measures.
Mott MacDonald Hong Kong Ltd. (“MMHK”) has been
commissioned to undertake the Environmental Team (ET) services to carry out
environmental monitoring and audit (EM&A) for both pre-construction and
construction phases of the Proposed Comprehensive Development at Wo Shang Wai,
Yuen Long.
According to the EP Condition 4.5, the monthly
EM&A Report shall be submitted to the Director within two weeks after the
end of the reporting month. This report summarises the findings during the
period from 1 to 29 February 2024.
The organisation chart and lines of
communication with respect to the on-site environmental management structure
together with the contact information of the key personnel are shown in Appendix
A.
During the
reporting month, Project works undertaken include:
● General site maintenance work
● Regular maintenance work for the
Wetland Restoration Area (including monitoring the water level and removal of
unwanted species in the pond), as indicated in Section 4.6.
There were no heavy construction works carried
out. The general layout plan of the Project site is shown in Figure
1.1.
The EM&A programme requires environmental
monitoring of air quality, noise, water quality, ecology and landscape and
visual as specified in the approved EM&A Manual.
A summary
of impact EM&A requirements is presented in Table
1.1 below:
Table
1.1: Summary of Impact EM&A Requirements
Parameters |
Descriptions |
Locations |
Frequencies |
Air
Quality |
24-Hour
TSP |
ASR1,
ASR2A, ASR3, ASR4 |
Once
every 6 days |
1-Hour
TSP |
ASR1,
ASR2A, ASR3, ASR4 |
3
times every 6 days |
|
Noise |
Leq(30min),
L90, L10 (dB(A)) |
NSR1,
NSR3, NSR5, NSR7 |
Weekly |
Water
Quality |
Dissolved
Oxygen (DO), temperature, pH, suspended solids (SS) and Biochemical Oxygen
Demand (BOD) |
MP1
to MP6 |
3
days per week |
Ecology |
Birds |
Within
the Project Area and Assessment Area of 500m |
Weekly |
Dragonflies
and Butterflies |
Within
the Project Area and Assessment Area of 500m |
Once
per month during Mar and Sep to Nov, and twice per month during Apr to Aug |
|
Herpetofauna |
Within
the Project Area and Assessment Area of 500m |
Daytime:
Once per month during Apr to Nov Night-time:
Once per month during Mar to Aug |
|
Water
quality of Wetland Restoration Area (WRA) |
WRA |
After
filling of WRA with water, monthly for in situ water quality and every six
months (end of wet season and end of dry season) for laboratory testing |
|
Site
Inspections |
Within
the Project Area and Assessment Area of 500m |
Weekly |
|
Landscape
and Visual |
Auditing
of protection of existing trees, the transplanting of existing trees, the
creation of new wetland, the planting of new trees and shrubs and other
landscape and visual mitigation measures |
CM1
to CM10 and OM1 to OM7 within the Project Area |
Site
inspections once every two weeks during construction phase; once every two
months during operational phase |
The Environmental
Quality Performance Limits for air quality, noise and water quality are shown
in Appendix
C.
The Event and Action Plan for air quality,
noise, water quality and Landscape & Visual are shown in Appendix
D.
The monitoring schedule for the reporting month
is shown in Table 1.2 as follows.
Table 1.2: Environmental Monitoring and Audit
Schedule for the Reporting Month
For air quality, construction noise and water
quality, ecology, landscape and visual monitoring methodology, including the
monitoring locations, monitoring equipment used, monitoring parameters, and
frequency and duration, etc., are detailed in this Chapter.
In accordance with the EM&A Manual, 1-hour
and 24-hour TSP levels monitoring are to be conducted during the construction
phase. Table 2.1 summarizes the monitoring
parameters, frequency and duration of air quality monitoring.
Table
2.1: Air Quality Monitoring Parameters, Frequency and Duration
Monitoring
Stations |
Parameter |
Frequency
and Duration |
ASR1,
ASR2A, ASR3 & ASR4 |
24-hour
TSP |
At
least once in every six-days |
1-hour
TSP |
3
times every six-days |
The four air quality monitoring stations were
established in the EM&A manual and were slightly adjusted during the
baseline monitoring phase. Locations of the agreed air quality monitoring
stations are listed in Table 2.2 and as shown
in Figure
2.1.
Table
2.2: Air Monitoring Stations
Monitoring
Stations |
Locations |
ASR1 |
Guard
house outside House No. 1, Ventura Avenue, Royal Palms* |
ASR2A |
At
the rooftop of refuse collection point, which is located at the southwest of
the project area |
ASR3 |
At
the commercial centre at Palm Springs, which is located at the south of the
project area |
ASR4 |
Outside
works site entrance* |
*Note: Relocation of ASR1 and ASR4 were from 5
June 2018 as the previous locations were within the Project construction site.
All monitoring data at ASR1 and ASR4 from June 2018 is measured at the new
monitoring locations.
Continuous 24-hour TSP air quality monitoring
is conducted using High Volume Sampler (HVS) (Model: GMWS-2310 Accu-vol). The
HVS meets all the requirements of the EM&A Manual. Portable direct reading
dust meters were used to carry out the 1-hour TSP monitoring. Table 2.3
summarizes the equipment used in the impact air quality monitoring.
Table
2.3: TSP Monitoring Equipment
Equipment |
Model |
24-hr TSP monitoring |
|
High
Volume Sampler |
GMWS
2310 Accu-vol |
Calibrator |
TE-5025A |
1-hr TSP monitoring |
|
Portable
direct reading dust meter |
Sibata
LD-3B Laser Dust Monitor |
Installation
The HVS was installed in the vicinity of the
air sensitive receiver. The following criteria were considered in the
installation of the HVS.
● A horizontal platform with appropriate support to secure the sampler
against gusty wind was provided.
● The distance between the HVS and any obstacles, such as buildings, was
at least twice the height that the obstacle protrudes above the HVS.
● A minimum of two metres separation from walls, parapets and penthouse
was required for rooftop sampler.
● A minimum of two metres separation from any supporting structure,
measured horizontally was required.
● No furnace or incinerator flues or building vent were nearby.
● Airflow around the sampler was unrestricted.
● The sampler has been more than 20 metres from any drip line.
● Permission was obtained to set up the samplers and to obtain access to
the monitoring stations.
● A secured supply of electricity is needed to operate the samplers.
Preparation
of Filter Papers
● Glass fibre filters were labelled and sufficient filters that were clean
and without pinholes were selected.
● All filters were equilibrated in the conditioning environment for 24
hours before weighing. The conditioning environment temperature was around 25
°C and not variable by more than ±3 °C with relative humidity (RH) < 50% and
was not variable by more than ±5%. A convenient working RH was 40%.
Field
Monitoring
● The power supply was checked to ensure the HVS works properly.
● The filter holder and the area surrounding the filter were cleaned.
● The filter holder was removed by loosening the four bolts and a new
filter, with stamped number upward, on a supporting screen was aligned
carefully.
● The filter was properly aligned on the screen so that the gasket formed
an airtight seal on the outer edges of the filter.
● The swing bolts were fastened to hold the filter holder down to the
frame. The pressure applied should be sufficient to avoid air leakage at the
edges.
● The shelter lid was closed and was secured with the aluminium strip.
● The HVS was warmed-up for about 5 minutes to establish run-temperature
conditions.
● A new flow rate record sheet was set into the flow recorder.
● The flow rate of the HVS was checked and adjusted at around 1.1 m3/min.
The range specified in the EM&A Manual was between 0.6-1.7 m3/min.
● The programmable timer was set for a sampling period of 24 hrs + 1 hr,
and the starting time, weather condition and the filter number were recorded.
● The initial elapsed time was recorded.
● At the end of sampling, the sampled filter was removed carefully and
folded in half-length so that only surfaces with collected particulate matter
were in contact.
● It was then placed in a clean plastic envelope and sealed.
● All monitoring information was recorded on a standard data sheet.
● Filters were sent to a HOKLAS accredited laboratory for analysis.
Maintenance
and Calibration
● The HVS and its accessories are maintained in good working condition,
such as replacing motor brushes routinely and checking electrical wiring to
ensure a continuous power supply.
● HVSs were calibrated at two-month intervals.
● Calibration records for HVSs are shown in Appendix
E.
Field
Monitoring
The measuring procedures of the 1-hour dust
meter are in accordance with the Manufacturer’s Instruction Manual as follows:
● Set POWER to “ON”, push BATTERY button, make sure that the meter’s
indicator is in the range with a red line and allow the instrument to stand for
about 3 minutes (Then, the air sampling inlet has been capped).
● Push the knob at MEASURE position.
● Push “O-ADJ” button. (Then meter’s indication is 0).
● Push the knob at SENSI ADJ position and set the meter’s indication to S
value described on the Test Report using the trimmer for SENSI ADJ.
● Pull out the knob and return it to MEASURE position.
● Push “START” button.
Maintenance
and Calibration
● The 1-hour dust meter would be checked at 3-month intervals and
calibrated at 1-year intervals throughout all stages of the air quality
monitoring.
Following the requirements in the EM&A
Manual for noise, noise monitoring has to be carried out during the
construction phase. Continuous noise monitoring for the A-weighted levels Leq(30 min),
L10 and L90 is undertaken once per every week.
Table 2.4 summarizes the monitoring
parameters, frequency and duration of air quality monitoring.
Table
2.4: Noise Monitoring Parameters, Frequency and Duration
Monitoring
Stations |
Parameter |
Frequency
and Duration |
NSR1,
NSR3, NSR5, NSR7 |
Leq(30min),
L90, L10 (dB(A)) |
Once
every week |
The four noise quality monitoring stations were
established in the EM&A manual and were slightly adjusted during the
baseline monitoring phase. Locations of the agreed noise quality monitoring
stations are listed in Table 2.5 and as shown
in Figure
2.2.
Table
2.5: Noise Monitoring Stations
Monitoring Stations |
Locations |
Type of measurement |
NSR1 |
Noise
monitoring equipment was set up near the boundary wall at Palm Springs |
Free
field |
NSR3 |
The monitoring station was located next to
the guard house at Palm Spring |
Façade |
NSR5 |
Outside House No. 1, Ventura Avenue, Royal
Palms* |
Façade |
NSR7 |
The monitoring station was located near the
boundary wall of the house of Mai Po San Tsuen |
Free
field |
*Note: Relocation of NSR5 was from 5 June 2018
as the previous location was within the Project construction site. All
monitoring data at NSR5 from June 2018 is measured at the new monitoring
location.
Integrating Sound Level Meter was
used for noise monitoring. It is a Type 1 sound level meter capable of giving a
continuous readout of the noise level readings including equivalent continuous
sound pressure level (Leq) and percentile sound pressure level (Lx).
They comply with International Electrotechnical Commission Publications
651:1979 (Type 1) and 804:1985 (Type 1). Table 2.6
summarizes the noise monitoring equipment model being used.
Table
2.6: Noise Monitoring Equipment
Equipment
|
Model |
Integrating
Sound Level Meter |
Rion
NL-52 |
Calibrator |
Larson
Davis CAL200 |
Field
Monitoring
● The Sound Level Meter was set on a tripod at a height of at least 1.2 m
above the ground.
● Façade and free-field measurements were made at the monitoring
locations.
● The battery condition was checked to ensure the correct functioning of
the meter.
● Parameters such as frequency weighting, the time weighting and the
measurement time were set as follows:
– frequency weighting: A
– time weighting: Fast
– time measurement: 30 minutes intervals (between 07:00 and 19:00)
● Prior to and after each noise measurement, the meter was calibrated
using a Calibrator for 94 dB at 1 kHz. If the difference in the calibration
level before and after measurement was more than 1 dB, the measurement would be
considered invalid has to be repeated after re-calibration or repair of the
equipment.
● During the monitoring period, the Leq, L10 and L90
were recorded. In addition, any site observations and noise sources were
recorded on a standard record sheet.
Maintenance
and Calibration
● The microphone head of the sound level meter and calibrator is cleaned
with soft cloth at quarterly intervals.
● The meter and calibrator are sent to the supplier or HOKLAS laboratory
to check and calibrate at yearly intervals.
● Calibration records are shown in Appendix
E.
In accordance with the requirements in the
EM&A Manual for water quality, water quality parameters including Dissolved
Oxygen (DO), temperature, pH, turbidity, suspended solids (SS) and Biochemical
Oxygen Demand (BOD) have to be monitored at designated monitoring stations
during construction of the Project. DO, temperature and pH were measured
in-situ whereas SS and BOD were analysed in a laboratory. The measurements
should be taken at all designated monitoring stations, three days per week. The
interval between any two sets of monitoring was not less than 36 hours. Table 2.7 summarizes the monitoring parameters,
frequency and duration of water quality monitoring.
Table
2.7: Water Quality Monitoring Parameters, Frequency and Duration
Monitoring
Stations |
Parameter |
Frequency
and Duration |
MP1,
MP2, MP3, MP4, MP5 & MP6 |
DO,
temperature, pH, SS, turbidity, BOD |
Three
days every week |
The six water quality monitoring stations were
established in the EM&A manual. Locations of the agreed water quality
monitoring stations are listed in Table 2.8 and
as shown in Figure
2.3.
Table
2.8: Water Quality Monitoring Stations
Monitoring
Stations |
Easting |
Northing |
MP1* |
838
730.50 |
822
862.25 |
MP2* |
838
933.26 |
823
247.41 |
MP3 |
839
107.17 |
823
596.84 |
MP4 |
839
286.14 |
823
638.55 |
MP5 |
839
134.35 |
823
722.99 |
MP6 |
839
063.02 |
823
842.25 |
*Note: The water quality impact monitoring at
MP1 and MP2 have been terminated since July 2012 due to withdrawal of access
right from landowner.
The Water Quality Monitoring Equipment and
Analytical Methods applied to Water Quality Samples are given in Table 2.9 and Table 2.10
respectively. Details of which are discussed as follows.
Table
2.9: Water Quality Monitoring Equipment
Equipment |
Model |
Equipment/
Serial Number |
Conductivity,
Dissolved oxygen, pH, Salinity and Temperature Measuring Meter, Turbidity |
YSI
ProDSS |
21G105356 21K101469 21K101468 15M100005 |
Global
Positioning System (GPS) |
Garmin
eTrex Vista |
ENO
007 |
Table
2.10: Analytical Methods applied to Water Quality Samples
Determinant,
unit |
Standard
Method |
Total
Suspended Solids, mg/L |
In
house method based on APHA 2540D; ALS Method Code: EA-025 |
Biochemical
Oxygen Demand (BOD), mg/L |
In
house method based on APHA 5210B; ALS Method Code: EP-030 |
All in-situ monitoring instruments were
checked, calibrated and certified by a laboratory accredited under HOKLAS or
any other international accreditation scheme before use.
Dissolved
Oxygen (DO), Temperature, pH and Turbidity measuring equipment
A portable, weatherproof multiparameter
instrument (YSL ProDSS) was used in the monitoring. It can be capable for
measuring dissolved oxygen (DO), temperature, pH and turbidity simultaneously
with the following limits:
● a dissolved oxygen level in the
range of 0-50 mg/L and 0-500 % saturation;
● a temperature of -5 to 70 degrees
Celsius;
● pH value of 0-14 with 0.1 as the
base unit; and
● turbidity between 0-4000 NTU
Global
Positioning System (GPS)
A hand-held GPS navigator (Garmin eTrex Vista)
was used to identify the designated monitoring stations prior to water
sampling.
Suspended
Solids and BOD Measurements (Sample Containers and Storage)
Water samples for SS analysis were stored in
high density polythene bottles with no preservative added, packed in ice
(cooled to 4 ºC without being frozen), delivered to the laboratory, and
analysed as soon as possible after collection. Analysis was carried out in a
HOKLAS accredited laboratory.
The limits of detection for the in-situ and
laboratory measurements are shown in Table 2.11.
Table
2.11: Detection Limits for Water Quality Determinants
Determinant |
Limit
of Detection |
Dissolved
Oxygen |
0.1
mg/L |
Temperature |
0.1
degree Celsius |
pH |
0.01
unit |
Turbidity |
0.1
NTU |
Suspended
Solids |
2
mg/L |
BOD |
2
mg/L |
In situ
Measurement
All pH meters, DO/ temperature meters had been
checked and calibrated prior to use. Standard buffer solution of at least two
pH levels (either pH 4 and pH 7, or pH 7 and pH 10) had been used for
calibration of the instrument before and after use.
DO meters had been calibrated by a laboratory
accredited under HOKLAS or any other international accreditation scheme, and
subsequently re-calibrated at three-monthly intervals throughout all stages of
the water quality monitoring. Responses of sensors and electrodes had been
checked with certified standard solutions before each use. Wet bulb
calibrations for all DO meters had been carried out before measurement at each
monitoring location. For the on-site calibration of field equipment, BS
1427:2009, "Guide to on-site test methods for the analysis of waters"
had been observed.
Measurements were taken at three water depths,
namely, 1m below water surface, mid-depth and 1m above stream bed/pond bed,
except where the water depth is less that 6m, the mid-depth station maybe
omitted. Should the water depth be less than 3 m, only the mid-depth station
will be monitored.
Replicates in-situ measurements and samples
collected from each independent monitoring event are required for all
parameters to ensure a robust statistically interpretable dataset.
Water
Samples Preparation and Analysis
For collection of water sampling within the
water courses, a 500ml clean plastic beaker was used. After collection, the
water samples were stored in high-density polythene bottles. The sample
container was rinsed with a portion of the water sample. The water sample was
then transferred to the container, labelled with a unique sample ID and sealed
with a screw cap. The water samples were stored in a cool box maintained at 4
ºC. The water samples were then delivered to a local HOKLAS-accredited
laboratory (ALS) on the same day for analysis.
The testing methods of testing parameters as
recommended by EIA or required by EPD, with the QA/QC results are in accordance
with the requirement of HOKLAS or international accredited scheme.
The calibration certificates for equipment used
for in-situ monitoring of water quality are attached in Appendix
E.
Target species and certain other fauna were
monitored within the Project Area and Assessment Area during the wetland and
residential construction phase. This is important to ensure that any unexpected
events or impacts either on- or off-site are quickly identified so that
remedial action can be taken. The groups monitored and frequency of
monitoring are shown in Table 2.12.
Table
2.12: Summary of Construction Phase Ecological Monitoring for the Wo Shang Wai
Wetland Restoration Area (WRA)
Species / Parameter |
Construction Phase Ecological Monitoring |
Birds |
Weekly
(including Assessment Area) |
Dragonflies
and Butterflies |
Once
per month during March and September to November; and twice per month during
April to August |
Herpetofauna |
Daytime:
Once per month during April to November; and Night-time:
Once per month during March to August |
Water
Quality |
After
filling of WRA with water, monthly for in situ water quality and every six
months (end of the wet season and end of the dry season) for laboratory
testing |
Site
Inspections |
Weekly |
Ecological monitoring locations during
construction phase are shown in Figure
4.1 and the methodology for ecological monitoring is detailed in Section
4.
All measures undertaken by both the Contractor
and the specialist Landscape Sub-Contractor during the construction phase and
first year of the operational phase shall be audited by a Registered Landscape
Architect, as a member of the ET, on a regular basis to ensure compliance with
the intended aims of the measures. Site inspections should be undertaken
at least once every two weeks throughout the construction period and once every
two months during the operational phase.
The broad scope of audit is detailed below but
should also be undertaken with reference to the more specific checklist
provided in Table 2.13 below. Operational
phase auditing will be restricted to the last 12 months of the establishment
works of the landscaping proposals and thus only the items below concerning
this period are relevant to the operational phase.
● The extent of the agreed works area should be regularly checked during
the construction phase. Any trespass by the Contractor outside the limit of the
works, including any damage to existing trees and woodland shall be noted;
● The progress of the engineering works should be regularly reviewed on
site to identify the earliest practical opportunities for the landscape works
to be undertaken;
● All existing vegetation, streams and other features within the study
area which are not directly affected by the works are retained and protected;
● The methods of protecting existing vegetation proposed by the Contractor
are acceptable and enforced;
● Preparation, lifting transport and re-planting operations for any
transplanted trees;
● The layout, design and construction of buildings conforms to
requirements specified in the EIA report;
● All landscaping works are carried out in accordance with the EIA
recommendations and with specifications;
● The planting of new trees, shrubs, groundcover, climbers, grasses and
other plans, together with the replanting of any transplanted trees are carried
out properly and within the right season;
● All necessary horticultural operations and replacement planting are
undertaken throughout the Establishment Period to ensure the healthy
establishment and growth of both transplanted trees and all newly establishment
plants.
Table
2.13: Construction and Operation Phase Audit Checklist
Area of Works |
Items to be Monitored |
Works
Area |
Check
the extent of the Works to ensure that the Works Area is not exceeded the
site boundaries. |
Protection
of all trees and woodland blocks to be retained |
Identification
and demarcation of trees / vegetation to be retained, erection of physical
protection (e.g. fencing), monitoring against possible incursion, physical
damage, fire, pollution, surface erosion, etc. |
Streams |
Ensure
no run-off into existing streams |
Clearance
of existing vegetation |
Identification
and demarcation of trees / vegetation to be cleared, checking of extent of
works to minimize damage, monitoring of adjacent areas against possible
incursion, physical damage, fire, pollution, surface erosion, etc. |
Transplanting
of trees |
Identification
and demarcation of trees / vegetation to be transplanted, monitoring of
extent of pruning / lifting works to minimize damage, timing of operations
implementation of all stages of preparatory and translocation works, and
maintenance of transplanted vegetation, etc. |
Topsoil
stripping |
Ensuring
existing topsoil is stripped and stored under recognized good practice and is
hydroseeded and regularly turned to prevent anaerobic conditions |
New
buildings |
Ensure
that building finishes accord with mitigation proposals with regard to colour
and albedo. |
Boundaries |
Ensuring
hoarding are erected as required |
Noise
Barrier |
Ensure
noise barrier design accords with the mitigation proposals with regard to
location, materials and finishes. |
Night-time
lighting |
Ensuring
night-time lighting is directional, hooded and shielded away from VSRs |
Plant
supply |
Monitoring
of operations relating to the supply of specialist plant material (including
the collecting, germination and growth of plants from seed) to ensure that
plants will be available in time to be used within the construction works. |
Landscape
and wetland treatments generally |
Check
that wetland, and hard / soft landscape designs conform to intent of
mitigation measures and agreed designs |
Soiling,
planting, etc. |
Monitoring
of implementation and maintenance of soiling and planting works against
possible incursion, physical damage, fire, pollution, surface erosion, etc. |
Establishment
Works |
Monitoring
of implementation of maintenance operation during Establishment Period |
The monitoring locations should check against
the mitigation measures proposed under the approved Environmental Impact
Assessment, which are summarised as follows in Table
2.14 and Table 2.15:
Table
2.14: Proposed Construction Phase Mitigation Measures
ID No. |
Landscape and Visual Mitigation Measures |
CM1 |
The
construction area and contractor’s temporary works areas should be minimised
to avoid impacts on adjacent landscape. |
CM2 |
Screening
of construction works by hoardings/noise barriers around Works area in
visually unobtrusive colours, to screen Works. |
CM3 |
Reduction
of construction period to practical minimum. |
CM4 |
Topsoil,
where identified, should be stripped and stored for re-use in the
construction of the soft landscape works, where the soil material meets
acceptable criteria and where practical. The Contract Specification
shall include storage and reuse of topsoil as appropriate. |
CM5 |
Hydroseeding
or sheeting of soil stockpiles with visually unobtrusive material (in earth
tone). |
CM6 |
Advance
screen planting of noise barriers. |
CM7 |
Control
night-time lighting and glare by hooding all lights. |
CM8 |
Ensure
no run-off into streams adjacent to Project Area. |
CM9 |
Protection
of existing trees on boundary of project area shall be carefully protected
during construction. Detailed Tree Protection Specification shall be
provided in the Contract Specification. Under this specification, the
Contractor shall be required to submit, for approval, a detailed working
method statement for the protection of trees prior to undertaking any works
adjacent to all retained trees, including trees in contractor’s works areas.
(Tree protection measures will be detailed at S16 and Tree Removal
Application stage). |
CM10 |
Trees
unavoidably affected by the works shall be transplanted where
practical. Trees should be transplanted straight to their destinations
and not held in a nursery. A detailed Tree Transplanting Specification
shall be provided in the Contract Specification, if applicable. Sufficient
time for necessary tree root and crown preparation periods shall be allowed
in the project programme. |
Table
2.15: Proposed Operation Phase Mitigation Measures
ID
No. |
Landscape
Mitigation Measures |
OM1 |
Compensatory
Tree Planting for all felled trees shall be provided to the satisfaction of
relevant Government departments. Required numbers and locations of
compensatory trees shall be determined and agreed separately with Government
during the Tree Felling Application process under DEVB TC(W) 7/2015. |
OM2 |
A
continuous belt of screen planting along southern perimeter of project area
with fast growing tree species. At least 450 trees capable of reaching
a height > 10m within 10 years should be planted. Planting of the
belt of trees shall be carried out as advance works ahead of other site
formation and building works. |
OM3 |
Maximise
soft landscape and amenity water bodies in residential areas of the
development. Approximately 750 trees (of Heavy Standard size) should be
planted. Where space permits, roadside berms should be created. Street
trees should be of species that reach a mature height of no less than 15m. |
OM4 |
Maximise
freshwater habitat wetland creation consistent with achieving other
parameters. Minimum 4.74 ha to be provided. Wetlands must have
natural edge profiles with >1m wide emergent zone. No access to the
wetland by residents and all wetlands must be screened from residential
development by a continuous tree screen at interface with residential
development or earth mounding such that disturbance is minimised.
Implementation of the wetland shall be carried out as advance works. |
OM5 |
Use
appropriate (visually unobtrusive and non-reflective) building materials and
colours in built structures. |
OM6 |
During
detailed design, refine building layout to create a min. 10m wide gap between
buildings north of Wo Shang Wai pond and also two min. 10m wide gaps in the
row of buildings adjacent to Royal Palms. |
OM7 |
Streetscape
elements (e.g. paving, signage, street furniture, lighting etc.) shall be
sensitively designed in a manner that responds to the local context and
minimises potential negative landscape and visual impacts. Lighting
units should be directional and minimise unnecessary light spill. |
Impact monitoring for air quality (dust), noise
and water quality due to the construction work were undertaken during the
reporting month in compliance with the EM&A manual in the reporting period.
Regular site inspections were carried out on 5, 16, 22 and 29 February 2024
during the reporting month to assess the compliance with environmental
requirements.
Results of 1-hour TSP at the four monitoring
locations are summarised in Table 3.1.
Graphical plots of the monitoring results are shown in Appendix
F. The weather conditions in the reporting period are provided in Appendix
G.
Table
3.1: Summary of 1-hour TSP Monitoring Results
Monitoring Date |
Start Time |
1-hr TSP (mg/m3) |
Range (mg/m3) |
Action Level (mg/m3) |
Limit Level (mg/m3) |
||
|
|
1st Result |
2nd Result |
3rd Result |
|
|
|
ASR1 |
|
|
|
|
|
|
|
02-Feb-24 |
08:30 |
41 |
39 |
47 |
22-62 |
378 |
500 |
08-Feb-24 |
08:35 |
29 |
27 |
22 |
|||
14-Feb-24 |
08:31 |
35 |
33 |
36 |
|||
19-Feb-24 |
13:01 |
30 |
30 |
29 |
|||
22-Feb-24 |
09:05 |
36 |
31 |
30 |
|||
28-Feb-24 |
09:00 |
51 |
62 |
47 |
|
|
|
ASR2A |
|
|
|
|
|
|
|
02-Feb-24 |
12:52 |
35 |
32 |
41 |
20-61 |
357 |
500 |
08-Feb-24 |
13:04 |
23 |
26 |
20 |
|||
14-Feb-24 |
12:55 |
32 |
32 |
30 |
|||
19-Feb-24 |
09:19 |
35 |
31 |
34 |
|||
22-Feb-24 |
13:26 |
38 |
38 |
40 |
|||
28-Feb-24 |
13:07 |
50 |
46 |
61 |
|
|
|
ASR3 |
|
|
|
|
|
|
|
02-Feb-24 |
13:11 |
39 |
36 |
34 |
20-41 |
358 |
500 |
08-Feb-24 |
13:23 |
25 |
21 |
20 |
|||
14-Feb-24 |
13:14 |
29 |
27 |
28 |
|||
19-Feb-24 |
09:01 |
40 |
39 |
36 |
|||
22-Feb-24 |
13:08 |
35 |
36 |
33 |
|||
28-Feb-24 |
13:25 |
40 |
41 |
34 |
|
|
|
ASR4 |
|
|
|
|
|
|
|
02-Feb-24 |
08:50 |
29 |
27 |
34 |
14-54 |
372 |
500 |
08-Feb-24 |
08:54 |
21 |
18 |
14 |
|||
14-Feb-24 |
08:50 |
30 |
31 |
27 |
|||
19-Feb-24 |
13:20 |
38 |
36 |
42 |
|||
22-Feb-24 |
08:47 |
44 |
41 |
39 |
|||
28-Feb-24 |
09:24 |
54 |
54 |
46 |
|
|
|
Results of 24-hour TSP at the four monitoring
locations are summarised in Graphical plots of the monitoring results are shown
in Appendix
F. The weather conditions in the reporting period are provided in Appendix
G.
Table 3.2: Summary of 24-hour TSP Monitoring
Results
Monitoring Date |
Monitoring Results (mg/m3) |
Range (mg/m3) |
Action Level (mg/m3) |
Limit Level (mg/m3) |
ASR1 |
|
|
|
|
02-Feb-24 |
62 |
22-135 |
226 |
260 |
08-Feb-24 |
22 |
|||
14-Feb-24 |
61 |
|||
19-Feb-24 |
45 |
|||
22-Feb-24 |
53 |
|||
28-Feb-24 |
135 |
|||
ASR2A |
|
|
|
|
02-Feb-24 |
32 |
16-164 |
213 |
260 |
08-Feb-24 |
16 |
|||
14-Feb-24 |
51 |
|||
19-Feb-24 |
36 |
|||
22-Feb-24 |
51 |
|||
28-Feb-24 |
164 |
|||
ASR3 |
|
|
|
|
02-Feb-24 |
31 |
16-137 |
205 |
260 |
08-Feb-24 |
16 |
|||
14-Feb-24 |
49 |
|||
19-Feb-24 |
30 |
|||
22-Feb-24 |
44 |
|||
28-Feb-24 |
137 |
|||
ASR4 |
|
|
|
|
02-Feb-24 |
55 |
24-166 |
237 |
260 |
08-Feb-24 |
24 |
|||
14-Feb-24 |
63 |
|||
19-Feb-24 |
47 |
|||
22-Feb-24 |
64 |
|||
28-Feb-24 |
166 |
No
exceedance of 1-hour and 24-hour TSP (Action or Limit Level) was recorded in
the reporting period.
The
construction noise monitoring results are summarized in Table
3.3. Graphical plots of the monitoring data are shown in Appendix
F. The weather conditions in the reporting period are provided in Appendix
G.
Table
3.3: Summary of Construction Noise Monitoring Results
Monitoring Date |
Start
Time |
Mean and Range of Noise Levels, dB(A) |
Limit Level for Leq (dB(A)) |
||
|
|
Leq |
L10 |
L90 |
|
NSR1 |
|
|
|
|
|
02-Feb-24 |
11:28 |
43 |
45 |
38 |
75 |
08-Feb-24 |
11:27 |
46 |
50 |
40 |
|
14-Feb-24 |
11:24 |
46 |
49 |
40 |
|
19-Feb-24 |
15:52 |
47 |
48 |
39 |
|
28-Feb-24 |
14:23 |
50 |
51 |
44 |
|
NSR3 |
|
|
|
|
|
02-Feb-24 |
10:41 |
44 |
45 |
40 |
75 |
08-Feb-24 |
10:40 |
44 |
45 |
39 |
|
14-Feb-24 |
10:35 |
42 |
44 |
39 |
|
19-Feb-24 |
15:03 |
42 |
44 |
40 |
|
28-Feb-24 |
13:36 |
47 |
50 |
42 |
|
NSR5 |
|
|
|
|
|
02-Feb-24 |
09:52 |
46 |
47 |
44 |
75 |
08-Feb-24 |
09:51 |
45 |
47 |
40 |
|
14-Feb-24 |
09:45 |
48 |
50 |
42 |
|
19-Feb-24 |
14:12 |
49 |
51 |
43 |
|
28-Feb-24 |
10:47 |
51 |
53 |
45 |
|
NSR7 |
|
|
|
|
|
02-Feb-24 |
09:00 |
68 |
70 |
66 |
75 |
08-Feb-24 |
09:00 |
67 |
69 |
65 |
|
14-Feb-24 |
08:57 |
66 |
68 |
63 |
|
19-Feb-24 |
13:24 |
67 |
69 |
64 |
|
28-Feb-24 |
09:55 |
68 |
69 |
65 |
No
exceedance (Action/Limit Level) of construction noise was recorded in the
reporting period.
The water quality monitoring results are
summarized in Table 3.4. Graphical plots
of the monitoring data are shown in Appendix
F. The weather conditions in the reporting period are provided in Appendix
G.
Table
3.4: Summary of Water Quality Monitoring Results
Monitoring
Date |
Temp
(ºC) |
pH |
Dissolved
Oxygen (DO) (mg/L) |
DO
(%) |
Turbidity
(NTU) |
BOD
(mg/L)(1) |
Suspended Solids (mg/L)(1) |
MP3 |
|
|
|
|
|
|
|
02/02/2024 |
20.1 |
7.5 |
5.0 |
55.3 |
25.7 |
19 |
39 |
05/02/2024 |
20.8 |
7.6 |
4.3 |
48.3 |
22.2 |
15 |
36 |
07/02/2024 |
20.3 |
7.6 |
3.3 |
36.7 |
25.2 |
20 |
31 |
09/02/2024 |
19.3 |
7.6 |
4.6 |
47.5 |
19.6 |
13 |
31 |
14/02/2024 |
19.6 |
7.6 |
5.5 |
60.3 |
23.1 |
20 |
37 |
16/02/2024 |
20.6 |
7.6 |
6.0 |
66.0 |
29.4 |
13 |
39 |
19/02/2024 |
22.4 |
7.6 |
5.8 |
67.3 |
25.6 |
7 |
34 |
21/02/2024 |
24.1 |
7.8 |
6.1 |
72.5 |
28.3 |
11 |
36 |
23/02/2024 |
21.0 |
7.6 |
6.0 |
67.7 |
29.2 |
12 |
43 |
26/02/2024 |
19.8 |
7.5 |
6.3 |
69.1 |
35.9 |
10 |
54 |
28/02/2024 |
19.0 |
7.6 |
6.0 |
65.4 |
30 |
8 |
43 |
Action
Level |
- |
<5.5
or >7.5 |
<6.85 |
- |
>64 |
- |
>65 |
Limit
Level |
- |
<4.0
or >8.0 |
<6.65 |
- |
>67 |
- |
>66 |
|
|
|
|
|
|
|
|
MP4 |
|||||||
02/02/2024 |
20.8 |
7.2 |
6.5 |
73.4 |
18.7 |
7 |
32 |
05/02/2024 |
21.1 |
7.2 |
7.0 |
79.6 |
15.4 |
7 |
21 |
07/02/2024 |
18.7 |
7.1 |
5.2 |
56.4 |
13.9 |
4 |
13 |
09/02/2024 |
19.9 |
7.2 |
5.7 |
63.1 |
9.5 |
<2 |
10 |
14/02/2024 |
20.0 |
7.3 |
6.0 |
66.5 |
11.6 |
3 |
16 |
16/02/2024 |
21.3 |
7.4 |
6.8 |
77.3 |
13.3 |
3 |
19 |
19/02/2024 |
22.5 |
7.4 |
6.4 |
74.5 |
11.2 |
<2 |
10 |
21/02/2024 |
24.0 |
7.2 |
4.6 |
54.5 |
13.0 |
3 |
15 |
23/02/2024 |
21.3 |
7.4 |
5.2 |
59.3 |
15.9 |
4 |
19 |
26/02/2024 |
20.1 |
7.2 |
4.9 |
54.8 |
18.7 |
3 |
18 |
28/02/2024 |
19.4 |
7.4 |
4.6 |
50.3 |
20.5 |
4 |
23 |
Action
Level |
- |
<5.5
or >7.5 |
<3.91 |
- |
>60 |
- |
>50 |
Limit
Level |
- |
<4.0
or >8.0 |
<3.82 |
- |
>64 |
- |
>53 |
|
|
|
|
|
|
|
|
MP5 |
|||||||
02/02/2024 |
21.0 |
7.3 |
7.1 |
79.9 |
17.1 |
5 |
26 |
05/02/2024 |
21.4 |
7.3 |
7.4 |
84.7 |
12.2 |
6 |
17 |
07/02/2024 |
18.8 |
7.2 |
6.4 |
69.1 |
10.5 |
2 |
9 |
09/02/2024 |
20.6 |
7.1 |
6.6 |
74.3 |
8.4 |
<2 |
8 |
14/02/2024 |
20.4 |
7.3 |
6.8 |
75.2 |
9.8 |
3 |
14 |
16/02/2024 |
21.8 |
7.3 |
7.5 |
84.8 |
12.1 |
2 |
12 |
19/02/2024 |
22.7 |
7.4 |
6.2 |
72.4 |
11.0 |
<2 |
10 |
21/02/2024 |
24.2 |
7.2 |
5.1 |
61.0 |
12.2 |
2 |
12 |
23/02/2024 |
21.4 |
7.2 |
5.6 |
63.5 |
14.2 |
3 |
17 |
26/02/2024 |
20.3 |
7.1 |
5.3 |
59.5 |
13.0 |
2 |
16 |
28/02/2024 |
19.8 |
7.3 |
5.3 |
58.3 |
18.5 |
4 |
20 |
Action
Level |
- |
<5.5
or >7.5 |
<4.13 |
- |
>81 |
- |
>66 |
Limit
Level |
- |
<4.0
or >8.0 |
<3.87 |
- |
>84 |
- |
>69 |
|
|
|
|
|
|
|
|
MP6 |
|
|
|
|
|
|
|
02/02/2024 |
21.2 |
7.3 |
7.3 |
82.5 |
16.6 |
5 |
18 |
05/02/2024 |
21.5 |
7.4 |
7.6 |
86.1 |
11.2 |
5 |
15 |
07/02/2024 |
18.6 |
7.2 |
6.2 |
66.3 |
9.9 |
<2 |
8 |
09/02/2024 |
20.8 |
7.2 |
6.4 |
71.8 |
7.5 |
<2 |
7 |
14/02/2024 |
20.6 |
7.2 |
6.6 |
74.1 |
8.7 |
<2 |
11 |
16/02/2024 |
22.1 |
7.5 |
8.0 |
91.8 |
10.5 |
<2 |
8 |
19/02/2024 |
22.8 |
7.5 |
7.0 |
81.4 |
9.7 |
<2 |
8 |
21/02/2024 |
24.3 |
7.3 |
5.0 |
61.2 |
11.8 |
3 |
13 |
23/02/2024 |
21.6 |
7.1 |
5.4 |
61.0 |
12.5 |
3 |
15 |
26/02/2024 |
20.4 |
7.1 |
5.1 |
57.1 |
12.4 |
2 |
13 |
28/02/2024 |
19.7 |
7.3 |
5.2 |
57.4 |
15.2 |
<2 |
15 |
Action
Level |
- |
<5.5
or >7.5 |
<4.61 |
- |
>94 |
- |
>75 |
Limit
Level |
- |
<4.0
or >8.0 |
<4.52 |
- |
>96 |
- |
>75 |
Notes:
(1)
“<2”: Value is too
low to indicate (<2mg/L).
(2)
For the Limit Level of
DO, 1-percentile of baseline data is adopted as it is greater than 2mg/L.
(Refer to Baseline
Monitoring Report)
(3)
Values in Bold
indicate Action Level exceedance.
(4)
Values Underlined
and in Bold indicate Limit Level exceedance.
Exceedance of pH and
DO at MP3
Exceedances of the Action Level of pH were observed on 5, 7, 9, 14, 16,
19, 21, 23 and 28 February 2024. Exceedances of the Limit Level of DO were
observed on 2, 5, 7, 9, 14, 16, 19, 21, 23, 26 and 28 February 2024.
As understood, the fish
pond near the site (represented by MP3) is separated from the open ditch by the
pond bund (since commencement of construction phase EM&A monitoring in May
2010) and from the construction site by the WRA (since it was completed in
November 2010). No direct discharge from the project site to the fish pond was
observed. It is noted as well that there have been no heavy construction
activities in the reporting period.
Mitigation measures for
water quality protection, including the provision of wastewater treatment
facilities (with sedimentation tank and AquaSed) and proper drainage system
that separates from the WRA, have been implemented (see Photo 1 & 2). No
adverse impact on the fish pond near the site was observed, including on the
days with exceedance of water quality parameters.
According to the results
of the baseline water quality monitoring conducted prior to the commencement of
construction works, the pH recorded at MP3 ranged from 7.7 to 8.6. The recorded
pH exceedance (7.6 - 7.8) is therefore considered to be within or close to the
range of natural variations at this location.
Aerators were continued
to be used at MP3 in February 2024 so as to improve DO levels. Nevertheless,
limit level exceedances of DO were observed on various dates in February 2024
(see Photos 3 to 13).
It is also noted from
AFCD's Environmental Management of Pond Fish Culture (EMPFC) guidelines from
its Series of Good Aquaculture Practice that the pH level of fishpond water
should be between 6 and 8.5 and for good water quality DO levels should be
maintained above 4 mg/L. The recorded exceedance value for pH was within the
guideline recommendations and most of the recorded values for DO were above the
recommended minimum. Aerators were observed on all days with DO exceedance so
as to mitigate low DO levels. Nevertheless, the Contractor was reminded to
implement the water quality mitigation measures in accordance with the
recommendation stated in Section 5.6.1 - 5.6.4 of the EIA Report as far as
practicable.
It is therefore
concluded that the pH and DO exceedances at MP3 were possibly due to localised
natural variations and external factors such as pond fish culture activities in
the fish pond represented by MP3, which are not related to project activities.
Conclusion
As a result, the abovementioned exceedances
were unlikely to be due to the project works and therefore not considered to be
related to the project.
Photo 1 |
Installation of barrier at the drainage channel
to intercept site runoff and pump the wastewater to the sedimentation tanks
prior to wastewater treatment facilities (AquaSed) (near discharge outlet to
the northern ditches)
29 February 2024 |
||
Photo 2 |
Wastewater treatment facilities (AquaSed,
sedimentation tanks) inside the site (near discharge outlet to the northern ditches)
29 February 2024 |
||
Photo 3 |
Appearance of the water body at MP3 on 2 February 2024 |
||
|
|
||
Photo 4 |
Appearance of the water body at MP3 on 5
February 2024 |
||
|
|
||
Photo 5 |
Appearance of the water body at MP3 on 7
February 2024 |
||
|
|
||
Photo 6 |
Appearance of the water body at MP3 on 9
February 2024 |
||
|
|
||
Photo 7 |
Appearance of the water body at MP3 on 14
February 2024 |
||
|
|
||
Photo 8 |
Appearance of the water body at MP3 on 16
February 2024 |
||
|
|
||
Photo 9 |
Appearance of the water body at MP3 on 19
February 2024 |
||
|
|
||
Photo 10 |
Appearance of the water body at MP3 on 21
February 2024 |
||
|
|
||
Photo 11 |
Appearance of the water body at MP3 on 23
February 2024 |
||
|
|
||
Photo 12 |
Appearance of the water body at MP3 on 26
February 2024 |
||
|
|
||
Photo 13 |
Appearance of the water body at MP3 on 28
February 2024 |
||
|
|
This report documents surveys conducted in the
Survey Area between 1 and 29 February 2024. The Wetland Restoration Area (WRA)
is also surveyed as the area is accessible and site formation works for WRA has
been completed. The updated survey transect is provided in Figure 4.1.
Dates and ecological surveys conducted during this period are summarised in Appendix
H.
Monitoring was undertaken following the survey
methodology in the EM&A Manual. A transect was followed in the bird surveys
(see Figure
4.1). All bird species were identified to species and all bird species
of conservation importance and/or wetland dependent were enumerated and
recorded to the habitats in which they were observed. Flying birds were not
recorded unless they were foraging and/or associated with the habitat (such as
swifts, swallows and birds of prey). Further, notable bird observations during other surveys or site inspections were
also recorded.
Bird surveys were conducted on a weekly basis.
A total of 46 bird species were recorded in the Survey Area (excluding the WRA)
during regular surveys in the reporting month. Among them 24 were species of
conservation importance and/or wetland-dependence. Within the WRA,
38 bird species were recorded in the reporting month. Among them 15 were
species of conservation importance and/or wetland-dependence including two of the
three target species (Little Egret and Chinese Pond Heron).
The WRA attracts several species of
conservation importance, including the Great Cormorant (Phalacrocorax carbo),
Grey Heron (Ardea cinerea), Purple Heron (Ardea purpurea), Great
Egret (Ardea alba), Little Egret (Egretta garzetta), Chinese Pond
Heron (Ardeola bacchus), Black Kite (Milvus migrans), Common
Greenshank (Tringa nebularia) and Pied Kingfisher (Ceryle rudis).
Pied Kingfisher is listed by Fellowes et al. as of “Local Concern” in 2002.
Great Cormorant, Grey Heron, Great Egret, Little Egret and Chinese Pond Heron
are listed by Fellowes et al. as of “Potential Regional Concern” in 2002.
Purple Heron, Black Kite and Common Greenshank are listed by Fellowes et al. as
“Regional Concern” in 2002.
A summary of survey data is provided in Appendix
I.
No regular herpetofauna survey was conducted in
February 2024. Herpetofauna recorded during other surveys or site inspection
works were recorded as ‘outside survey’.
No amphibian or reptile was recorded in the
Survey Area (excluding the WRA or within the WRA in the reporting month.
A summary of the survey findings is provided in
Appendix
J.
No odonates and butterflies survey was
conducted in February 2024. Odonates and butterflies recorded during other
surveys or site inspection works were recorded as ‘outside survey’.
No odonates or butterflies species was recorded
in the Survey Area (excluding the WRA) or within the WRA in the reporting
month.
A summary of the survey findings is provided In
Appendix
J.
Monitoring of mammals was conducted
concurrently with other faunal surveys. Any mammal species encountered during
site inspections or other habitat management works were recorded as ‘outside
survey’.
No mammal species was recorded in the Survey
Area (excluding the WRA) during regular or outside surveys.
Scats of Leopard Cat (Prionailurus
bengalensis) were found within the WRA during regular survey on 9 February
2024, indicating that the species was present in the WRA during the reporting
month.
A summary of the survey findings is provided in
Appendix
J.
Regular water level monitoring
works were conducted on 9 February 2024, additional water level monitoring was
conducted on 27 February 2024 since water level of Cell 1 and Cell 2 had
reached action levels in January 2024.
The water levels in the reporting
month ranged between 120cm and 175cm during the water level monitoring works. Since the
water levels of Cell 1, Cell 2 and Cell 4 had reached action level in February
2024, monitoring efforts will be doubled in March 2024.
The water level of the Cells
allowed wetland birds to use as foraging site and attracted bird such as Pied
Kingfisher (Ceryle rudis) and Common Kingfisher (Alcedo atthis)
to forage. The shallower areas along the edges of ponds and islets attracted
ardeids such as Great Egret (Ardea alba), as well as the target species
Little Egret (Egretta garzetta) and Chinese Pond Heron (Ardeola
bacchus). These areas were also used by other wetland-dependent birds as
foraging and/or perching sites, such as White-breasted Waterhen (Amaurornis
phoenicurus), Common Greenshank (Tringa nebularia), Green Sandpiper
(Tringa ochropus) and Common Sandpiper (Actitis hypoleucos). The current
water level will be kept for wetland bird usage.
In-situ water quality monitoring of
all other parameters was conducted on 19 February 2024.
Monitoring data is presented in Appendix
K. Locations for the monitoring of water quality for the ecological
monitoring are shown in Figure
4.2.
Regular vegetation management activities
undertaken at the site in February 2024 primarily involved removal of excessive
grass and exotic species along Cell bunds, main access road and open water
areas of Cell 1, Cell 2, Cell 3 and Cell 4.
Fallen leaves along the main access road of Cell 3 and Cell 4 were swept or
blown aside and formed thicker piles of plant materials on both sides of the main access road. These piles were used to attract
herpetofauna and butterflies.
Vegetation along the main access road and the edge of Cell bunds provided foraging
and roosting habitats for breeding birds, as well as nectar sources for
butterflies and rooting sites of dragonflies. Pruning will be kept to a minimum
if the branches do not block the passage.
Vegetations of the islands of Cell 3 and Cell 4
were cleared in January 2024. The vegetations on these islands were still
sparse in February 2024. Weeding will be conducted on these islands to maintain
the non-vegetated habitat, if necessary.
Exotic Leucaena leucocephala along the hoarding areas of Cell 2 and Cell 3 were cleared.
Remains of tree trunks from previous clearance works were further trimmed down.
Exotic Cattail stand (Typha sp.) of Cell
2 and Cell 3 was cleared.
Wetland-dependent Purple Heron (Ardea
purpurea) was regularly recorded in WRA. Apart from reed (Phragmites
australis), the birds would also use Cattail (Typha sp.) stands. The
reedbeds, cattails and the utilization of these vegetations by these birds will
be closely monitored before any clearance work is conducted.
During the site inspection work in February 2024,
no active Red Imported Fire Ant nest was recorded. Any active nest of the Red
Imported Ant identified in the following months will be treated with AFCD
approved pesticide.
Egg masses of the Apple Snails (Pomacea
canaliculata) found along the man-made structures of the WRA (e.g. PVC
pipes, sluice gates between all Cells, concrete structures of all Cells and
concrete walls of Cell 4) were cleared by hand.
Egg masses of the Apple Snails growing on
aquatic vegetation of Cell 1, Cell 2, Cell 3 and Cell 4 were cleared by hand.
Apple Snails were collected from aquatic
vegetation and let dry on the main access road during vegetation management
works.
Mitigation actions have been taken in the WRA
during the survey period to increase the WRA utilization by wetland dependent
species and birds, including:
1. Controlling the vegetation at Cell 1, Cell 2,
Cell 3 and Cell 4; and
2. Controlling the water level at Cell 1, Cell 2,
Cell 3 and Cell 4.
Ecological monitoring during February 2024 was
carried out according to the survey methodology and frequency outlined in the
EM&A Manual.
A summary of the survey findings is listed in Table 4.1:
Table 4.1:
Summary of Ecological Monitoring in WRA and Survey Area under EM&A Manual
Species |
Survey Area (excluding WRA) |
WRA |
Birds |
46 |
38 |
Birds
(of conservation importance and/or wetland-dependence) |
24 |
15 |
Amphibians |
0 |
0 |
Reptiles |
0 |
0 |
Mammals |
0 |
1 |
Odonates |
0 |
0 |
Butterflies |
0 |
0 |
Survey findings indicate that the ponds within
the Survey Area supported numbers and diversity of wetland-dependent birds
typical of fishpond areas. The WRA continues to attract wetland dependent fauna
and serves as a buffer between the residential portion and the fishponds in the
north.
Two of the three target species Little Egret (Egretta
garzetta) and Chinese Pond Heron (Ardeola bacchus) were observed
foraging along the shallow water areas (including the edge of the cells and
non-vegetated islets) or perching on tall vegetations within the WRA.
Dense and tall vegetations along the edge of
the main access road also attracted insectivorous birds, such as Common Tailorbird
(Orthotomus sutorius), Prinias (Prinia spp.), Warblers (Phylloscopus
spp.) and Red-throated Flycatcher (Ficedula albicilla). The vegetations
also act as nighttime roosts for diurnal birds. These vegetation stands will be
kept provided that the branches do not overgrow and obscure the main access
road. During the vegetation clearance some of these areas were only treated
with minimum trimming to preserve suitable habitats for the wildlife.
The reedbed and adjacent vegetation (mainly
Cattail stand) were frequently used by Purple Heron (Ardea purpurea).
The reedbed and adjacent vegetation will be closely monitored before conducting
any clearance work.
Fallen leaves scattered along the main access
road were swept aside and formed a thicker layer of fallen plant materials.
These piled-up plant materials are used to attract amphibians and reptiles
within the WRA.
Site inspection works conducted in February
2024 confirmed that all tracks and paths in the WRA were intact and
well-maintained by regular weeding and tree trimming.
Site inspection works conducted in February
2024 confirmed that all fences between the fish ponds and the WRA, and the
hoarding between the construction site and the WRA were intact.
Trees and shrubs died or fallen along the Cell
edges and Cell bunds during the typhoons and heavy rains of 2023 will be
compensated by supplementary planting works in the coming months (March to May
2024). The species selected will follow the species listed in Annex 3 of Wetland Restoration and Creation Scheme 3rd
Revision (AEC Nov 2009), and the availability of the seedlings.
The EM&A programme for Landscape and Visual
impact due to the construction commenced in June 2010 and continued during the
reporting period. Site inspections on Landscape and Visual impact were carried
out on 5 and 22 February 2024 to confirm the implementation of mitigation
measures at the construction stage.
The Event and Action Plan for Landscape &
Visual is shown in Appendix
D.
The audit was undertaken with reference to the
specific checklists provided in Table 2.13 – Table 2.15 and audit results are summarized below in
Table 5.1. Representative photos showing the
implementation of mitigation measures are presented in Appendix
M.
Table
5.1: Construction and Operation Phase Audit Summary
Area
of Works |
Items
of be Monitored |
Works
Area |
The
boundaries of the works area have been established on site in accordance with
the contract documents and approved plans (EP), and the limit of current
heavy construction activity is now confined to within the site hoardings
(North side of the site / access road) and the noise barriers (other sides of
the site). Minor works such as horticultural maintenance of the planting and
transplanted trees, and boundary fence repair was proceeding along the Royal
Palms – Palm Springs boundary. (Appendix
M Photo 1 – Table 2.14 CM2
refers) No
construction works were observed to have exceeded the site boundaries.
No construction was carried out at the wetland restoration area after 15
November 2010. |
Protection
of all trees and woodland blocks to be retained |
Trees
retained within the site along the northeast boundary, beside wetland
restoration area, have been identified and protected by temporary protective
fencing. |
Streams |
The
works site is partly encircled by a berm / perimeter channel to intercept
surface water and prevent it from washing off into any of the neighbouring
sites. Surface water is collected within the site in a temporary
drainage channel. Gravels beds and barriers have been installed to
filter site runoff, sedimentation ponds have been provided to enable primary
treatment before discharge to mains drains. |
Clearance
of existing vegetation |
Site
clearance was completed prior to the commencement of construction. |
Transplanting
of trees |
Tree
transplanting has been completed, with the trees relocated to various points
within the planting strip along the southern boundary of the site, outside
the noise barrier. Most of the trees continue to re-establish well. Trees
such as tree no. AA34, 36 & 291 were observed to have poor health
condition. Regular watering and close monitoring of these trees are
recommended. |
Topsoil
stripping |
Suitable
pond bund and soil material which had been excavated and stockpiled from the
original site, has now been re-used within the landscape works. Dust
suppression measures are active along all internal site access tracks. |
New
buildings |
No
new permanent buildings have yet been constructed on site. |
Boundaries |
Hoardings
have been erected along most of the boundaries of the site.
Installation of new screen fence between the future residential sites and the
constructed wetland restoration areas is complete. Fence has been painted
green to match with the surrounding vegetated environment. (Appendix
M Photo 1 – Table 2.14 CM2
refers) |
Noise
Barrier |
Noise
barriers have been installed along the southern and western boundaries of the
site in accordance with the contract requirements. Their design
complies with the mitigation requirements, with upper 6 to 7m portion of the
barrier being made from a translucent material with green tinted (to match
with the environment). Supporting GMS structure, likewise, has been painted
green. (Appendix
M Photo 3 – Table 2.14 CM6
refers). |
Night-time
lighting |
No
night-time works were reported to have been carried out during the monitoring
period. |
Landscape
and wetland treatments generally |
Continuous
belt of screen planting along the southern and western boundaries of the site
has been completed. The formation, soiling and water control structures
of the wetland restoration area have been completed. (Appendix
M Photo 3 – Table 2.14 CM6
refers) The
wetland areas have been established, with the ponds are being seasonally
filled with rainwater. Planting of areas around the WRA cells is
complete. No construction was carried out at the wetland restoration
area after 15 November 2010. (Appendix
M Photo 2 – Table 2.14 CM2
refers) |
Soiling,
etc. |
The
soil placement and grading for each of the wetland restoration areas has been
completed. Refilling for those holes left after the whole tree removal works
has been completed. |
Plant
supply |
The
plant material used in the Advance Planting Strip and in the WRA are all
commonly available species and came from commercial sources. Transplanted
reeds (Phragmites australis) at the wetland habitat came from the
temporary holding nursery onsite. |
Planting |
The tree species are all from the
approved list. Seedling trees and shrubs
have been established at the margins of the wetland cells. Some invasive
species and undesirable exotic species have been found during site
inspection; removal of these species should be undertaken on a regular basis. |
Establishment Works |
The
advance planting, the compensatory planting and transplanted trees are
generally being maintained by the landscape sub-contractor in accordance with
the specification to ensure that the contract requirements are met. Tree
no. 56, 59, 71 and 292 were removed due to safety concern. Removal
of overgrown weeds, unplanned tree seedlings and invasive climbers in the
space behind screen noise barrier needs to be undertaken on a monthly basis
as they may inhibit the advance planting. Regular
removal of invasive species (i.e., apple snails, Leucaena leucocephala,
Mikania micrantha, Mimosa pudica, Bidens alba, Ludwigia erecta, Sesbania
cannabina, etc.) in WRA should be undertaken. Water
level of Cell 1, 2 and 4 were observed low, close monitoring should be
undertaken and adjustment should be conducted if necessary. The growth of shrubs / seedlings on the north
side of the WRA remains fair. |
The ET had carried out construction phase
weekly site inspections on 5, 16, 22 and 29 February 2024. All observations
have been recorded in the site inspection checklist and passed to the
Contractor together with the appropriate recommended mitigation measures where
necessary. The key observations from site inspections and associated
recommendations are summarized in Table 6.1.
Table
6.1: Summary of Site Inspections and Recommendations
Key
Observations |
ET
Recommendation |
Contractor’s
Responses / Action(s) Undertaken |
Close-out
(Date) |
Nil |
|
|
|
The Contractor has been registered as a
chemical waste producer for the Project. Construction and demolition (C&D)
material sorting was carried out on site. A sufficient number of receptacles
were available for general refuse collection.
As advised by the Contractor, no inert C&D
material (i.e. broken concrete/ big boulders) were generated on site and sent
to a sorting facility for recycling into rockfill. No metals were generated and
collected by registered recycling collector. No paper/cardboard packing and no
plastics were generated on site and collected by registered recycling
collector. No chemical waste was generated and collected by licensed chemical
waste collector. No other types of wastes (e.g. general refuse) were generated
on site and disposed of at public landfill facility.
The Contractor is advised to maintain on site
waste sorting and recording system and maximize reuse / recycling of C&D
wastes, whenever these are generated.
The environmental permits, licences, and/or
notifications on environmental protection for this Project which were valid
during the reporting period is summarised in Table 6.2.
Table
6.2: Status of Environmental Submissions, Licences and Permits
Statutory
Reference |
Description |
Permit/Reference
No. |
Status |
EIAO |
Environmental
Permit |
EP-311/2008/E
|
Valid |
APCO |
Notification
of Construction Work under APCO |
2018-027-A-1
(20 July 2020) |
Valid |
WPCO |
Discharge
Licence |
WT00037436-2021
(21 Apr 2021) |
Valid |
WDO |
Registration
as Chemical Waste Producer |
WPN0000-542-H3083-04 |
Valid |
WDO |
Bill
Account for Disposal |
700945423 |
Valid |
Legend:
EIAO – Environmental Impact Assessment Ordinance; APCO – Air Pollution Control
Ordinance; WPCO –Water Pollution Control Ordinance; WDO – Waste Disposal
Ordinance
The EM&A programme followed the recommended
mitigation measures in the EM&A Manual. The EM&A requirements as well
as the summary of implementation status of the environmental mitigation
measures are provided in Appendix
L. In particular, the following mitigation measures continue to be
implemented at the site:
Air Quality
● Access roads should be sprayed with water or dust suppression chemical
to maintain the entire road surface wet or paved.
Water Quality
● Site effluent should be discharged in accordance with the discharge
licence.
● The site should be confined and properly maintained to avoid silt
runoff.
● Chemicals will always be stored on drip trays or in bunded areas.
Waste Management
● The chemical waste storage area should be clearly labelled.
● General refuse should be stored in enclosed bins or compaction units
separate from C&D and chemical wastes.
There was no breach of Action or Limit Levels
for Air Quality and Noise monitoring in the reporting month.
A summary is presented
in Table 7.1 below.
Table 7.1: Summary of Exceedances in Water
Quality
Monitoring Date |
pH |
Dissolved Oxygen (DO) (mg/L) |
Turbidity (NTU) |
Suspended Solids (mg/L)(1) |
MP3 |
|
|
|
|
02/02/2024 |
7.5 |
5.0 |
25.7 |
39 |
05/02/2024 |
7.6 |
4.3 |
22.2 |
36 |
07/02/2024 |
7.6 |
3.3 |
25.2 |
31 |
09/02/2024 |
7.6 |
4.6 |
19.6 |
31 |
14/02/2024 |
7.6 |
5.5 |
23.1 |
37 |
16/02/2024 |
7.6 |
6.0 |
29.4 |
39 |
19/02/2024 |
7.6 |
5.8 |
25.6 |
34 |
21/02/2024 |
7.8 |
6.1 |
28.3 |
36 |
23/02/2024 |
7.6 |
6.0 |
29.2 |
43 |
26/02/2024 |
7.5 |
6.3 |
35.9 |
54 |
28/02/2024 |
7.6 |
6.0 |
30 |
43 |
Action
Level |
<5.5
or >7.5 |
<6.85 |
>64 |
>65 |
Limit
Level |
<4.0
or >8.0 |
<6.65 |
>67 |
>66 |
Notes:
(1) “<2”: Value
is too low to indicate (<2mg/L).
(2) For the Limit
Level of DO, 1-percentile of baseline data is adopted as it is greater than
2mg/L. (Refer to Baseline
Monitoring Report)
(3) Values in Bold
indicate Action Level exceedance.
(4) Values Underlined
and in Bold indicate Limit Level exceedance.
No environmental complaint was received during
the reporting month.
No notifications of summons or successful
prosecution were received the reporting month.
Non-compliance
Investigations have been carried out to
identify the causes of the water quality exceedances.
The investigation findings are presented in Section
3.2.3.1. It was concluded that the above-mentioned exceedances were
unlikely to be due to the construction works and therefore not considered to be
related to the project.
Complaints,
Summons and Prosecutions
Not applicable for this reporting month.
Non-compliance
The Event and Action Plan has been followed.
Although it is considered that the exceedances were not related to the Project,
the Contractor was reminded to implement the water quality mitigation measures
in accordance with the recommendation stated in Section 5.6.1 – 5.6.4 of the
EIA Report as far as practicable, regular spot checks would be conducted on the
nearby discharge by the Contractor and he would inform the ET for
investigation.
Complaints,
Summons and Prosecutions
Not applicable for this reporting month.
Cumulative statistics for complaints,
notifications of summons and successful prosecutions for the Project account
for period starting from the date of commencement of construction (i.e., 12 May
2010) to the end of the reporting month and are summarized in Table 7.2 below.
Table
7.2: Statistics for Complaints, Notifications of Summons and Successful
Prosecution
Reporting
Period |
Cumulative Statistics |
||
Complaints |
Notifications of
Summons |
Successful
Prosecutions |
|
This
reporting month (February 2024) |
0 |
0 |
0 |
From
12 May 2010 to end of the reporting month (February 2024) |
8 |
0 |
0 |
Site works to be commissioned in the coming
month include:
● Regular maintenance work for the Wetland Restoration Area (including
adjusting the water level, if required, and removal of unwanted species in the
pond)
● No heavy construction works
Key issues to be considered in the coming three
months include:
● Provision of water spraying or dust suppression chemical to prevent
generation of dust from activities on-site and the haul road during dry weather
conditions;
● Provision of wheel washing facilities at vehicle exit point;
● Generation and treatment of site surface runoffs and wastewater from
activities on-site and during wet weather conditions;
● Sorting, recycling, storage and disposal of general refuse and
construction waste from activities on-site; and
● Management of chemicals and avoidance of oil spillage on-site and to the
drainage system.
The environmental site inspection and
environmental monitoring will be continued in the coming month. Impact
monitoring for air, noise, water quality, ecology and landscape and visual in
accordance with the approved EM&A Manual has commenced since 12 May 2010.
The tentative monitoring schedule for March 2024 is shown in the Table 8.1.
Table
8.1: Tentative Environmental Monitoring and Audit Schedule for the Next
Reporting Month
The EM&A programme as recommended in the
EM&A manual has been undertaken in the reporting month since 12 May 2010.
Monitoring of Air Quality, Noise, Water
Quality, Ecology and Landscape and Visual impacts due to the Project was under
way. In particular, the 1-hr TSP, 24-hr TSP, noise level (as Leq)
and water quality parameters (such as pH, DO, turbidity and SS) under
monitoring have been checked against established Action and Limit levels.
There was no breach of Action or Limit Levels
for Air Quality and Noise monitoring in the reporting month.
During February 2024,
a total of nine Action Level exceedances of pH and 11 Limit Level exceedances
of DO for water quality were observed. All of the exceedances were recorded at
MP3.
With considerations on the construction
activities and environment, the following recommendations were provided:
Air Quality
● All stockpiles should be covered by tarpaulin or kept wet by water
spraying;
● All vehicles should be washed to remove any dusty materials before
leaving the construction sites;
● The portion of road leading the construction site that is within 30m of
a designated vehicle entrance or exit should be kept clear of dusty materials;
● During the dry season, sufficient water spraying should be provided at
haul road to reduce dust emission; and
● Ensure proper functioning of the wheel wash facility.
Noise
● Mobile plant should be sited as far away from NSRs as possible;
● Plant known to emit noise strongly in one direction should be orientated
to direct noise away from the NSRs; and
● The construction activities should be better scheduled to reduce noise
nuisance.
Water Quality
● Effluent should be discharged in accordance with the discharge licence
conditions;
● Soil contaminated with chemicals/oils should be removed from site and
the voids should be created filled with suitable materials; and
● Silt and debris should be removed from the temporary drainage channel
regularly.
Waste Management
● General refuse should be stored in enclosed bins or compaction units
separate from C&D and chemical wastes to minimise odour, pest and litter
impacts.
● Reuse the excavated materials as far as practical to reduce the amount
of waste disposal;
● C&D waste should be segregated and stored in different containers to
other wastes to encourage the re-use or recycling of materials and their proper
disposal;
● Ensure drip trays are provided for chemical containers to prevent
leakage or soil contamination;
● All plants and vehicles should be properly maintained to prevent oil
leakage; and
● Oil stains on soil should be cleared by disposal of contaminated soil.
Agriculture, Fisheries and Conservation
Department. 2019. Hong Kong Biodiversity Database. https://www.afcd.gov.hk/english/conservation/hkbiodiversity/database/popup_record.php?id=748,
2019 -07-09
BirdLife International.
2017. Important Bird Areas factsheet: Inner Deep Bay and Shenzhen River
catchment area. <http://www.birdlife.org> on 06/07/2017.
Carey, G. J., Chalmers,
M. L., Diskin, D. A., Kennerley, P. R., Leader, P. J., Leven, M. R.,
Lewthwaite, R. W., Melville, D. S., Turnbull, M., and Young, L. 2001. The
Avifauna of Hong Kong. Hong Kong Bird Watching Society, Hong Kong.
Chan, S.K.F., K.S.
Cheung, C.Y. Ho, F.N Lam & W.S. Tam, 2005. A Field Guide to the
Amphibians of Hong Kong. Cosmos Books Ltd., Hong Kong.
Fellowes, J.F., M.W.N. Lau, D. Dudgeon, G.T.
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