
|
Document reference: |
370161 | 05|01 | A |
|
Information class: |
Standard |
|
This document is issued for the party which commissioned it and for specific purposes connected with the above-captioned project only. It should not be relied upon by any other party or used for any other purpose. We accept no responsibility for the consequences of this document being relied upon by any other party, or being used for any other purpose, or containing any error or omission which is due to an error or omission in data supplied to us by other parties. This document contains confidential information and proprietary intellectual property. It should not be shown to other parties without consent from us and from the party which commissioned it. |

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 44
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 49
B. Tentative Construction Programme (not used) 59
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 49
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 159th 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 31
July 2023.
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 July 2023, a
total of 16 Action Level and 13 Limit Level exceedances for water quality were
observed. Four Action Level exceedances of pH and eight Limit Level exceedances
of DO were recorded at MP3; five Action Level exceedances of pH, one Limit
Level exceedance of DO, and two Limit Level exceedances of SS were recorded at
MP4; four Action Level exceedances of pH and one Limit level exceedance of DO
were recorded at MP5; three Action Level exceedances of pH and one Limit Level
exceedance of DO were recorded at MP6.
Implementation of Mitigation Measures
Site audits were carried out on 7, 12, 21 and
24 July 2023 to confirm the implementation measures undertaken by the
Contractor in the reporting month. The outcomes 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 31 July 2023.
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 |
16H104233 21K101468 15M100005 17E100747 |
|
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 7, 12, 21 and 24 July 2023 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 |
|
|
|
|
|
|
|
|
06-Jul-23 |
13:02 |
26 |
23 |
20 |
20-46
|
378 |
500 |
|
12-Jul-23 |
12:58 |
43 |
41 |
41 |
|||
|
18-Jul-23 |
08:02 |
22 |
24 |
25 |
|||
|
24-Jul-23 |
12:57 |
46 |
46 |
44 |
|||
|
28-Jul-23 |
08:29 |
26 |
20 |
27 |
|||
|
ASR2A |
|
|
|
|
|
|
|
|
06-Jul-23 |
08:57 |
18 |
18 |
16 |
16-47
|
357 |
500 |
|
12-Jul-23 |
09:03 |
47 |
45 |
44 |
|||
|
18-Jul-23 |
13:01 |
23 |
18 |
19 |
|||
|
24-Jul-23 |
09:26 |
45 |
45 |
44 |
|||
|
28-Jul-23 |
13:25 |
19 |
22 |
18 |
|||
|
ASR3 |
|
|
|
|
|
|
|
|
06-Jul-23 |
09:16 |
20 |
21 |
19 |
19-49
|
358 |
500 |
|
12-Jul-23 |
09:20 |
44 |
45 |
45 |
|||
|
18-Jul-23 |
13:16 |
25 |
20 |
22 |
|||
|
24-Jul-23 |
09:06 |
48 |
49 |
45 |
|||
|
28-Jul-23 |
13:07 |
22 |
25 |
49 |
|||
|
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 |
|||||
|
ASR4 |
|
|
|
|
|
|
|
|
06-Jul-23 |
13:18 |
27 |
27 |
28 |
17-43
|
372 |
500 |
|
12-Jul-23 |
13:16 |
42 |
43 |
42 |
|||
|
18-Jul-23 |
08:19 |
26 |
21 |
20 |
|||
|
24-Jul-23 |
13:14 |
40 |
41 |
40 |
|||
|
28-Jul-23 |
08:12 |
24 |
17 |
20 |
|||
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 |
|
|
|
|
|
06-Jul-23 |
31 |
25-32 |
226 |
260 |
|
12-Jul-23 |
32 |
|||
|
18-Jul-23 |
30 |
|||
|
24-Jul-23 |
32 |
|||
|
28-Jul-23 |
25 |
|||
|
ASR2A |
|
|
|
|
|
06-Jul-23 |
28 |
27-49 |
213 |
260 |
|
12-Jul-23 |
31 |
|||
|
18-Jul-23 |
27 |
|||
|
24-Jul-23 |
49 |
|||
|
28-Jul-23 |
45 |
|||
|
ASR3 |
|
|
|
|
|
06-Jul-23 |
-(1) |
34-58 |
205 |
260 |
|
12-Jul-23 |
-(1) |
|||
|
18-Jul-23 |
36 |
|||
|
24-Jul-23 |
58 |
|||
|
28-Jul-23 |
34 |
|||
|
ASR4 |
|
|
|
|
|
06-Jul-23 |
25 |
25-51
|
237 |
260 |
|
12-Jul-23 |
46 |
|||
|
18-Jul-23 |
37 |
|||
|
24-Jul-23 |
36 |
|||
|
28-Jul-23 |
51 |
Notes:
(1)
Monitoring on 06 July
2023 and 12 July 2023 at ASR3 was temporarily suspended due to power supply
issues resulting from works being conducted in the close vicinity of the
monitoring equipment.
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 |
|
|
|
|
|
|
06-Jul-23 |
15:15 |
52 |
54 |
42 |
75 |
|
12-Jul-23 |
15:49 |
50 |
52 |
43 |
|
|
18-Jul-23 |
10:50 |
50 |
52 |
43 |
|
|
24-Jul-23 |
17:06 |
47 |
50 |
42 |
|
|
NSR3 |
|
|
|
|
|
|
06-Jul-23 |
15:06 |
45 |
49 |
40 |
75 |
|
12-Jul-23 |
15:00 |
48 |
51 |
42 |
|
|
18-Jul-23 |
10:02 |
49 |
50 |
44 |
|
|
24-Jul-23 |
16:20 |
44 |
45 |
40 |
|
|
NSR5 |
|
|
|
|
|
|
06-Jul-23 |
14:17 |
52 |
55 |
47 |
75 |
|
12-Jul-23 |
14:10 |
50 |
51 |
46 |
|
|
18-Jul-23 |
09:13 |
53 |
56 |
48 |
|
|
24-Jul-23 |
14:02 |
47 |
49 |
45 |
|
|
NSR7 |
|
|
|
|
|
|
06-Jul-23 |
13:25 |
66 |
68 |
64 |
75 |
|
12-Jul-23 |
13:21 |
65 |
67 |
62 |
|
|
18-Jul-23 |
08:25 |
69 |
70 |
65 |
|
|
24-Jul-23 |
13:14 |
65 |
67 |
63 |
|
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) |
|
MP3 |
|
|
|
|
|
|
|
|
03/07/2023 |
31.4 |
7.4 |
6.9 |
93.2 |
18.9 |
6 |
24 |
|
05/07/2023 |
31.6 |
6.9 |
5.8 |
79.1 |
8.3 |
5 |
10 |
|
07/07/2023 |
32.2 |
6.9 |
4.8 |
66.8 |
8.7 |
4 |
9 |
|
10/07/2023 |
33.3 |
7.6 |
5.7 |
79.7 |
10.0 |
<2 |
9 |
|
12/07/2023 |
33.6 |
6.7 |
5.2 |
75.5 |
7.8 |
4 |
8 |
|
14/07/2023 |
33.2 |
7.0 |
5.5 |
77.3 |
11.2 |
5 |
13 |
|
19/07/2023 |
29.5 |
7.1 |
6.6 |
86.9 |
10.1 |
4 |
15 |
|
21/07/2023 |
31.4 |
7.6 |
6.4 |
87.5 |
11.3 |
4 |
16 |
|
24/07/2023 |
32.0 |
7.3 |
7.3 |
100.4 |
15.3 |
<2 |
18 |
|
26/07/2023 |
32.8 |
7.7 |
7.2 |
99.7 |
13.0 |
<2 |
16 |
|
28/07/2023 |
32.2 |
7.3 |
5.4 |
73.6 |
13.6 |
2 |
18 |
|
31/07/2023 |
32.7 |
7.6 |
6.9 |
96.2 |
16.7 |
2 |
19 |
|
Action Level |
- |
<5.5 or >7.5 |
<6.85 |
- |
>64 |
- |
>65 |
|
Limit Level |
- |
<4.0 or >8.0 |
<6.65 |
- |
>67 |
- |
>66 |
|
|
|
|
|
|
|
|
|
|
MP4 |
|
|
|
|
|
|
|
|
03/07/2023 |
29.6 |
7.3 |
2.9 |
37.7 |
27.1 |
3 |
22 |
|
05/07/2023 |
30.1 |
7.2 |
4.4 |
57.3 |
36.3 |
3 |
41 |
|
07/07/2023 |
30.5 |
7.5 |
6.6 |
88.1 |
33.9 |
5 |
36 |
|
10/07/2023 |
32.0 |
7.8 |
7.0 |
96.2 |
19.0 |
8 |
28 |
|
12/07/2023 |
32.9 |
7.6 |
8.2 |
112.9 |
33.2 |
6 |
43 |
|
14/07/2023 |
32.3 |
7.7 |
8.0 |
109.8 |
24.4 |
<2 |
25 |
|
19/07/2023 |
28.6 |
7.5 |
5.6 |
71.8 |
40.7 |
2 |
43 |
|
21/07/2023 |
30.7 |
7.5 |
6.6 |
89.5 |
41.9 |
<2 |
81 |
|
24/07/2023 |
32.1 |
7.3 |
7.5 |
102.7 |
37.2 |
<2 |
61 |
|
26/07/2023 |
32.4 |
7.5 |
7.3 |
100.6 |
34.3 |
5 |
42 |
|
28/07/2023 |
32.8 |
7.8 |
7.0 |
97.4 |
13.5 |
3 |
17 |
|
31/07/2023 |
32.4 |
7.7 |
7.3 |
100.0 |
20.4 |
3 |
21 |
|
Action Level |
- |
<5.5 or >7.5 |
<3.91 |
- |
>60 |
- |
>50 |
|
Limit Level |
- |
<4.0 or >8.0 |
<3.82 |
- |
>64 |
- |
>53 |
|
|
|
|
|
|
|
|
|
|
MP5 |
|
|
|
|
|
||
|
03/07/2023 |
29.7 |
7.3 |
3.3 |
43.2 |
25.8 |
3 |
24 |
|
05/07/2023 |
30.3 |
7.3 |
4.7 |
61.8 |
33.2 |
3 |
35 |
|
07/07/2023 |
30.7 |
7.5 |
6.8 |
90.9 |
29.6 |
5 |
32 |
|
10/07/2023 |
32.5 |
7.6 |
7.2 |
98.9 |
22.6 |
9 |
27 |
|
12/07/2023 |
33.1 |
7.7 |
8.0 |
112.6 |
29.8 |
4 |
44 |
|
14/07/2023 |
32.8 |
7.8 |
7.9 |
109.3 |
19.6 |
4 |
21 |
|
19/07/2023 |
29.0 |
7.5 |
6.0 |
78.3 |
32.0 |
<2 |
34 |
|
21/07/2023 |
32.0 |
7.5 |
7.5 |
102.9 |
39.9 |
3 |
55 |
|
24/07/2023 |
31.6 |
7.3 |
7.5 |
102.2 |
22.1 |
<2 |
34 |
|
26/07/2023 |
32.9 |
7.6 |
7.3 |
101.1 |
26.7 |
4 |
34 |
|
28/07/2023 |
32.5 |
7.4 |
5.9 |
81.5 |
15.3 |
<2 |
24 |
|
31/07/2023 |
32.4 |
7.5 |
6.2 |
85.6 |
24.0 |
3 |
29 |
|
Action Level |
- |
<5.5 or >7.5 |
<4.13 |
- |
>81 |
- |
>66 |
|
Limit Level |
- |
<4.0 or >8.0 |
<3.87 |
- |
>84 |
- |
>69 |
|
|
|
|
|
|
|
|
|
|
MP6 |
|
|
|
|
|
|
|
|
03/07/2023 |
29.7 |
7.3 |
3.9 |
50.7 |
23.4 |
2 |
18 |
|
05/07/2023 |
30.3 |
7.3 |
4.8 |
63.4 |
33.0 |
2 |
35 |
|
07/07/2023 |
30.9 |
7.5 |
6.8 |
92.1 |
29.1 |
5 |
30 |
|
10/07/2023 |
32.6 |
7.5 |
7.3 |
99.7 |
19.7 |
8 |
21 |
|
12/07/2023 |
33.1 |
7.7 |
8.0 |
112.1 |
28.7 |
4 |
49 |
|
14/07/2023 |
32.8 |
7.8 |
8.0 |
111.1 |
24.7 |
6 |
27 |
|
19/07/2023 |
29.0 |
7.5 |
6.2 |
80.5 |
30.5 |
<2 |
32 |
|
21/07/2023 |
31.9 |
7.5 |
7.4 |
101.4 |
34.2 |
3 |
52 |
|
24/07/2023 |
31.4 |
7.3 |
7.4 |
100.9 |
21.8 |
<2 |
43 |
|
26/07/2023 |
32.9 |
7.6 |
7.4 |
102.1 |
25.4 |
4 |
33 |
|
28/07/2023 |
32.7 |
7.5 |
6.4 |
88.2 |
13.3 |
<2 |
18 |
|
31/07/2023 |
32.6 |
7.5 |
6.5 |
89.9 |
24.4 |
3 |
28 |
|
Action Level |
- |
<5.5 or >7.5 |
<4.61 |
- |
>94 |
- |
>75 |
|
Limit Level |
- |
<4.0 or >8.0 |
<4.52 |
- |
>96 |
- |
>75 |
Notes:
(2)
“<2”: Value is too
low to indicate (<2mg/L).
(3)
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)
(4)
Values in Bold
indicate Action Level exceedance.
(5)
Values Underlined
and in Bold indicate Limit Level exceedance.
(6)
No water quality
monitoring was conducted on 17 July 2023 as typhoon signal no. 8 had been
hoisted.
During July 2023, a
total of 16 Action Level and 13 Limit Level exceedances for water quality were
observed. Four Action Level exceedances of pH and eight Limit Level exceedances
of DO were recorded at MP3; five Action Level exceedances of pH, one Limit
Level exceedance of DO, and two Limit Level exceedances of SS were recorded at
MP4; four Action Level exceedances of pH and one Limit level exceedance of DO
were recorded at MP5; three Action Level exceedances of pH and one Limit Level
exceedance of DO were recorded at MP6.
Exceedance of pH and DO at MP3
Exceedances of the Action Level of pH were observed on 10, 21, 26 and 31
July 2023, exceedance of the Limit Level of DO was observed on 5, 7, 10, 12,
14, 19, 21 and 28 July 2023 at MP3.
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.
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 well within
the guideline recommendations and the recorded values for DO were above the
recommended minimum. Aerators were observed on most 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.
Exceedance of SS at MP4, DO at MP4,
MP5 and MP6 and pH at MP4, MP5 and MP6
Exceedances of the Limit Level of SS
were observed on 21 and 24 July 2023 at MP4. Exceedances of the Limit Level of
DO were observed on 3 July 2023 at MP4, MP5 and MP6. Exceedances of the Action
Level of pH were observed on 10, 12, 14, 28 and 31 July 2023 at MP4; 10, 12, 14
and 26 July 2023 at MP5; and 12, 14 and 26 July 2023 at MP6.
On 3 July 2023, the day of DO
exceedance at MP4, MP5 and MP6, the water body appeared to be slightly muddy
and some reed growth was observed along the ditch (see Photos 13, 21 and 26).
Excessive growth of algae and its degradation may have led to a decrease in the
DO level in the water. As presented in the weekly site inspections checklists,
no observation regarding discharge of muddy water was recorded in July 2023.
Some growth of water plant, fallen
leaves and debris was observed at MP4 on the days of SS exceedance (see Photos
17 and 18). It is possible that these items may have impeded the normal flow of
ditch water resulting in localised accumulations of SS.
According to the results of the
baseline water quality monitoring conducted prior to the commencement of
construction works, the pH recorded at MP4, MP5 and MP6 ranged from 7.7 to 8.6.
On the days of pH exceedance at MP4, MP5 and MP6, the recorded pH exceedances
(7.6 to 7.7) are therefore considered to be within the range of the natural
variations at these locations. The open ditch (represented by MP4, MP5 and MP6)
is separated from the fish pond near the site (represented by MP3) by the pond
bund. As presented in the weekly site inspections checklists, no observation
regarding discharge of muddy water was recorded in July 2023. Furthermore, the
site effluent was effectively treated by the AquaSed system and discharged from
the site at a low, controlled rate during the reporting month. No heavy
construction activities were carried out during the reporting period. Hence, it
is possible that these pH level exceedances were due to natural variations
affecting the vicinity in general.
It is believed that the SS exceedance at MP4,
DO exceedance at MP4, MP5 and MP6 as well as pH exceedances at MP4, MP5 and MP6
were probably due to localised natural variations and water plant growth and
its degradation.
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.
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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) |
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Photo 2 |
Wastewater treatment facilities (AquaSed, sedimentation tanks) inside the site (near discharge outlet to the northern ditches) |
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Photo 3 |
Appearance of the water body
at MP3 on 5 July 2023 |
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Photo 4 |
Appearance of the water body at MP3 on 7 July 2023 |
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Photo 5 |
Appearance of the water body at MP3 on 10 July 2023 |
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Photo 6 |
Appearance of the water body at MP3 on 12 July 2023 |
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Photo 7 |
Appearance of the water body at MP3 on 14 July 2023 |
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Photo 8 |
Appearance of the water body at MP3 on 19 July 2023 |
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Photo 9 |
Appearance of the water body at MP3 on 21 July 2023 |
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Photo 10 |
Appearance of the water body at MP3 on 26 July 2023 |
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Photo 11 |
Appearance of the water body at MP3 on 28 July 2023 |
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Photo 12 |
Appearance of the water body at MP3 on 31 July 2023 |
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Photo 13 |
Appearance of the water body at MP4 on 3 July 2023 |
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Photo 14 |
Appearance of the water body at MP4 on 10 July 2023 |
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Photo 15 |
Appearance of the water body at MP4 on 12 July 2023 |
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Photo 16 |
Appearance of the water body at MP4 on 14 July 2023 |
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Photo 17 |
Appearance of the water body at MP4 on 21 July 2023 |
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Photo 18 |
Appearance of the water body at MP4 on 24 July 2023 |
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Photo 19 |
Appearance of the water body at MP4 on 28 July 2023 |
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Photo 20 |
Appearance of the water body at MP4 on 31 July 2023 |
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Photo 21 |
Appearance of the water body at MP5 on 3 July 2023 |
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Photo 22 |
Appearance of the water body at MP5 on 10 July 2023 |
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Photo 23 |
Appearance of the water body at MP5 on 12 July 2023 |
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Photo 24 |
Appearance of the water body at MP5 on 14 July 2023 |
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Photo 25 |
Appearance of the water body at MP5 on 26 July 2023 |
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Photo 26 |
Appearance of the water body at MP6 on 3 July 2023 |
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Photo 27 |
Appearance of the water body at MP6 on 12 July 2023 |
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Photo 28 |
Appearance of the water body at MP6 on 14 July 2023 |
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Photo 29 |
Appearance of the water body at MP6 on 26 July 2023 |
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This report documents surveys conducted in the
Survey Area between 1 and 31 July 2023. 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 36 bird species were recorded in the Survey Area (excluding the
WRA), 16 of which were species of conservation importance and/or
wetland-dependence. Within the WRA, 35 bird species were recorded, 13 of which
were species of conservation importance and/or wetland-dependence including two
of the three target species (Little Egret and Chinese Pond Heron).
The WRA continue to attract several species of
conservation importance, including the Little Grebe (Tachybaptus ruficollis),
Great Egret (Ardea alba), Little Egret (Egretta garzetta),
Chinese Pond Heron (Ardeola bacchus), Yellow Bittern (Ixobrychus
sinensis), Black-crowned Night Heron (Nycticorax nycticorax), Pied
Kingfisher (Ceryle rudis), White-shouldered Starling (Sturnia
sinensis) and Collared Crow (Corvus torquatus). Little Grebe, Yellow
Bittern, Black-crowned Night Heron, Pied Kingfisher, White-shouldered Starling and
Collared Crow are listed by Fellowes et al. as of “Local Concern” in 2002.
Great Egret, Little Egret and Chinese Pond Heron are listed by Fellowes et al.
as of “Potential Regional Concern” in 2002.
A summary of survey data is provided in Appendix
I.
One daytime and one night-time herpetofauna
surveys were scheduled in the reporting month. Two amphibian species and two
reptile species were recorded in the Survey Area (excluding the WRA). Within
the WRA, three amphibian species and four reptile species were recorded.
A summary of the survey findings is provided in
Appendix
J.
Two
odonates and butterflies surveys was scheduled in the reporting month. 11
odonate species and 7 butterfly species were recorded in the Survey Area (excluding the WRA). Within the
WRA, 23 odonate species and 27 butterfly species were recorded.
Orange-faced Sprite (Pseudagrion rubriceps
rubriceps) and Large Faun (Faunis eumeus) were recorded for
the first time in the WRA. This was also the first time they were recorded in
the study.
Among the odonates recorded within the WRA,
Blue Sprite (Pseudagrion microcephalum), Coastal Glider (Macrodiplax
cora) and Ruby Darter (Rhodothemis rufa) were listed by Fellowes et
al. as of “Local Concern” in 2002. Among the butterflies recorded within the
WRA, Pale Palm Dart (Telicota colon) was listed by Fellowes et al. as of
“Local Concern” in 2002.
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’.
One mammal species (Japanese Pipistrelle Pipistrellus
abramus) was recorded in the Survey Area (excluding the WRA). Within the
WRA, three mammal species (an indeterminate bat species, Japanese Pipistrelle Pipistrellus
abramus and Leopard Cat Prionailurus bengalensis) were recorded.
A summary of the survey findings is provided in
Appendix
J.
Regular water level monitoring was
conducted on 5 July 2023. Additional water level monitoring was conducted
on 18 July 2023 after the typhoon signal number 8 was hoisted on 17 July 2023.
Sluice gate of Cell 4 was opened to discharge excessive water from the WRA
after the typhoon and heavy rainfalls. Another additional water level monitoring
was conducted on 25 July 2023.
The water levels in the reporting
month ranged between 175 and 225 during the water level monitoring works.
The water level of the Cells
allowed wetland birds to use them as foraging site and attracted diving birds
such as Little Grebe (Tachybaptus ruficollis) as well as
kingfishers 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) 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 13 July 2023.
Monitoring data is presented in Appendix
K. Locations for the monitoring of water quality for the ecological
monitoring are shown in Figure
4.2.
Vegetation management activities
undertaken at the site primarily involved removal of excessive grass and exotic
species along Cell bunds, the emergency vehicular access (EVA) and open water
areas of Cell 1, Cell 2, Cell 3 and Cell 4.
Fallen leaves along the EVA of Cell
3 and Cell 4 were swept or blown aside and formed piles of plant materials on
both sides of the EVA. These piles were used to attract herpetofauna and
butterflies.
Climbers including Paederia
foetida and the exotic Mikania micrantha along the WRA and
between cells were removed to preserve the flowering plants, fruiting plants
and reedbeds in the WRA. Broken and dangling branches caused by the typhoon
were cleared from the EVA.
The vegetations along the EVA provided foraging
and roosting habitats for breeding birds, as well as nectar sources for
butterflies and roosting sites of dragonflies. Pruning will be kept to a
minimum if the branches do not block the passage.
Yellow Bittern (Ixobrychus
sinensis) was regularly recorded within the WRA in July 2023. Both
adult and juvenile of the species were recorded using the reedbed of the WRA.
Their presence in July 2023 indicated that Yellow Bittern uses the WRA as a
breeding site. Apart from reed (Phragmites australis), the birds were
also observed using Cattail (Typha sp.) stands. The reedbeds, cattails
and the breeding status of the Yellow Bittern will be closely monitored before
any clearance work is conducted.
The fruiting figs (Ficus spp.)
within the WRA attracted fruit-eating bats to visit the site. Pruning will be
kept to a minimum if the branches do not block the passage.
Red Imported Fire Ant nests along the cell
bunds and along the EVA were identified. Treatment with AFCD registered and
approved pesticide will be conducted in the coming months after the rainy
season.
Egg masses of Apple Snails (Pomacea
canaliculate) found along concrete structures of the WRA (e.g., sluice
gates between Cells, concrete structures of all Cells and concrete wall of Cell
4) were cleared by hand.
Egg masses of the Apple Snails (Pomacea
canaliculate) growing on aquatic vegetation of Cell 1, Cell 2, Cell 3 and
Cell 4 were cleared by hand .
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 July 2023 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 |
36 |
35 |
|
Birds (of conservation importance and/or wetland-dependence) |
16 |
13 |
|
Amphibians |
2 |
3 |
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Reptiles |
2 |
4 |
|
Mammals |
1 |
3 |
|
Odonates |
11 |
23 |
|
Butterflies |
7 |
27 |
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) within the WRA.
Dense and tall vegetation along the edge of EVA
attracted insectivorous birds, such as Common Tailorbird (Orthotomus
sutorius) and Prinias (Prinia spp.). One of the three target
species, Little Egret (Egretta garzetta), was seen perching on the
vegetation. The vegetations also act as nighttime roosts for odonates and
butterflies and diurnal birds. These vegetation stands will be kept provided
that the branches do not overgrow and obscure the EVA. During the vegetation
clearance some of these areas were only treated with minimum trimming to
preserve suitable habitats for the wildlife.
Reed-dependent Yellow Bittern (Ixobrychus
sinensis) was confirmed to use the reedbed of the WRA as a breeding site
and was regularly recorded in the reedbed of WRA. The reedbed will be closely
monitored before conducting any clearance work.
Fallen leaves scattered along the EVA 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.
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 12 and 24 July 2023 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
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Area of Works |
Items of be Monitored |
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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. |
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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. |
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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. |
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Clearance of existing vegetation |
Site clearance was completed prior to the commencement of construction. |
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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. |
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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. |
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New buildings |
No new permanent buildings have yet been constructed on site. |
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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) |
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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). |
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Night-time lighting |
No night-time works were reported to have been carried out during the monitoring period. |
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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. |
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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. Presence of termites was observed on tree no. 4, 26, 91 and 206, application of pesticides is recommended. 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. 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 7, 12, 21 and 24 July 2023. 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
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Key Observations |
ET Recommendation |
Contractor’s Responses / Action(s) Undertaken |
Close-out (Date) |
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Nil |
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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) |
|
MP3 |
|
|
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|
|
05/07/2023 |
6.9 |
5.8 |
8.3 |
10 |
|
07/07/2023 |
6.9 |
4.8 |
8.7 |
9 |
|
10/07/2023 |
7.6 |
5.7 |
10.0 |
9 |
|
12/07/2023 |
6.7 |
5.2 |
7.8 |
8 |
|
14/07/2023 |
7.0 |
5.5 |
11.2 |
13 |
|
19/07/2023 |
7.1 |
6.6 |
10.1 |
15 |
|
21/07/2023 |
7.6 |
6.4 |
11.3 |
16 |
|
26/07/2023 |
7.7 |
7.2 |
13.0 |
16 |
|
28/07/2023 |
7.3 |
5.4 |
13.6 |
18 |
|
31/07/2023 |
7.6 |
6.9 |
16.7 |
19 |
|
Action Level |
<5.5 or >7.5 |
<6.85 |
>64 |
>65 |
|
Limit Level |
<4.0 or >8.0 |
<6.65 |
>67 |
>66 |
|
MP4 |
|
|
|
|
|
03/07/2023 |
7.3 |
2.9 |
27.1 |
22 |
|
10/07/2023 |
7.8 |
7.0 |
19.0 |
28 |
|
12/07/2023 |
7.6 |
8.2 |
33.2 |
43 |
|
14/07/2023 |
7.7 |
8.0 |
24.4 |
25 |
|
21/07/2023 |
7.5 |
6.6 |
41.9 |
81 |
|
24/07/2023 |
7.3 |
7.5 |
37.2 |
61 |
|
28/07/2023 |
7.8 |
7.0 |
13.5 |
17 |
|
31/07/2023 |
7.7 |
7.3 |
20.4 |
21 |
|
Action Level |
<5.5 or >7.5 |
<3.91 |
>60 |
>50 |
|
Limit Level |
<4.0 or >8.0 |
<3.82 |
>64 |
>53 |
|
MP5 |
|
|
|
|
|
03/07/2023 |
7.3 |
3.3 |
25.8 |
24 |
|
10/07/2023 |
7.6 |
7.2 |
22.6 |
27 |
|
12/07/2023 |
7.7 |
8.0 |
29.8 |
44 |
|
14/07/2023 |
7.8 |
7.9 |
19.6 |
21 |
|
26/07/2023 |
7.6 |
7.3 |
26.7 |
34 |
|
Action Level |
<5.5 or >7.5 |
<4.13 |
>81 |
>66 |
|
Limit Level |
<4.0 or >8.0 |
<3.87 |
>84 |
>69 |
|
MP6 |
|
|
|
|
|
03/07/2023 |
7.3 |
3.9 |
23.4 |
18 |
|
12/07/2023 |
7.7 |
8.0 |
28.7 |
49 |
|
14/07/2023 |
7.8 |
8.0 |
24.7 |
27 |
|
26/07/2023 |
7.6 |
7.4 |
25.4 |
33 |
|
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.
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 (July 2023) |
0 |
0 |
0 |
|
From 12 May 2010 to end of the reporting month (July 2023) |
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 August 2023 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 July 2023, a
total of 16 Action Level and 13 Limit Level exceedances for water quality were
observed. Four Action Level exceedances of pH and eight Limit Level exceedances
of DO were recorded at MP3; five Action Level exceedances of pH, one Limit
Level exceedance of DO, and two Limit Level exceedances of SS were recorded at
MP4; four Action Level exceedances of pH and one Limit level exceedance of DO
were recorded at MP5; three Action Level exceedances of pH and one Limit Level
exceedance of DO were recorded at MP6.
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.
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