
Content
Chapter Title Page
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
List of Appendices
Appendix A Project Organization Chart
Appendix B Tentative Construction Programme
Appendix C Action and Limit Levels for Construction Phase
Appendix D Event and Action Plan for Air Quality, Noise and Water Quality
Appendix E Calibration certificates
Appendix F Graphical plots of the monitoring results
Appendix G Weather conditions during the monitoring period
Appendix H Ecological Monitoring conducted
Appendix I Summary of Bird Surveys conducted
Appendix J Summary of Herpetofauna, and Insects Surveys conducted
Appendix K Summary of Monitoring of Water Quality associated with Ecological Monitoring conducted
Appendix L Summary of Fish Stocking at Wetland Restoration Area
Appendix M Environmental Mitigation Measures - Implementation Status
Executive Summary
Mott MacDonald Hong Kong Ltd. (MMHK) has been commissioned by Heng Shung Construction Co. Ltd. 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 15th EM&A report submitted under the Condition 4.5 of Environmental Permit No. EP-311/2008/B. This report summarises the findings on EM&A during the period from 1 July to 31 July 2011.
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.
Exceedances of pH, DO, turbidity and SS were observed at MP1 to MP6 in July 2011. Exceedances of pH were often observed at all stations (MP1 to MP6). DO were exceeded frequently at MP3 to MP6. Turbidity and/or SS exceedances were recorded on 20 July 2011 at MP4 to MP6. The summary of measured water quality is presented in Section 3.2.3.
Investigations have been carried out to identify the causes of exceedance. From investigation, the Contractor has implemented water quality mitigation measures as recommended in the EIA report. With external factors affect the adjacent environments, such as natural variations, pond fish culture activities, heavy rainfall, microbe growth (including algae) and growth of water plant, the exceedances were considered not due to construction works.
Implementation of mitigation measures
Site audits were carried out on 6, 14, 18 and 28 July 2011 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 M.
Record of Complaints
There was no record of complaints received in the reporting month.
Record of Notification of summons and successful prosecution
There was no record of Notification of summons and successful prosecution in the reporting month.
Reporting Changes
A new appendix (Appendix L) has been added for summary of Fish Stocking at Wetland Restoration Area. The original Appendix L becomes Appendix M.
Future Key Issues
The major site works to be commissioned in the coming month include band drain installation, Trial Embankment for Ground Improvement and Site Formation (Filling). Potential environmental impacts due to the construction 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 in Yuen Long at Wo Shang Wai. An Environmental Impact Assessment (EIA) was carried out under the EIA Ordinance (EIAO) since then and the Environmental Permit (EP-311/2008B) for construction of the comprehensive development in Wo Shang Wai was granted by EPD on 29 July 2010. 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.
Heng Shung Construction Co. Ltd. was commissioned as the Contractor for the Project. Mott MacDonald Hong Kong Ltd. (MMHK) has been commissioned by Heng Shung Construction Co. Ltd. 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 2 weeks after the end of the reporting month. This report summarises the findings during the period from 1 July 2011 to 31 July 2011.
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 period, construction works of the Project undertaken include:
Ą Band drain installation;
Ą Trial Embankment for Ground Improvement; and
Ą Site formation (Filling)
The Construction Works Programme of the Project is provided in Appendix B. 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:
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 |
NSR1, NSR3, NSR5, NSR7 |
Weekly |
|
Water Quality |
Dissolved Oxygen (DO), temperature, pH, suspended solids (SS) and Biological 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 November, and twice per month during Apr to Aug |
|
|
Herpetofauna |
Within the Project Area and Assessment Area of 500m |
Once per month during Apr to Nov |
|
|
Water quality of WRA |
Wetland Restoration Area |
After filling of WRA with water, monthly for in situ water quality and every size 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 and water quality are shown in Appendix D.
The monitoring schedule for the reporting month is shown in Table 1.2 below:
Table 1.2: Environmental Monitoring and Audit Schedule for July 2011
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2. Impact Monitoring Methodology |
For air quality, construction noise and water quality, ecology, landscape and visual monitoring methodology, including the monitoring locations, monitoring equipments 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
|
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 4 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 |
Works Site Boundary |
|
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 |
Works Site Boundary |
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 |
GMW 25 |
|
1-hr TSP monitoring |
|
|
Portable direct reading dust meter |
AM510 SidePak Personal Aerosol Monitor |
24-hour TSP Monitoring
Installation
The HVS was installed in the vicinity of the air sensitive receiver. The following criteria were considered in the installation of the HVS.
ˇ A horizontal platform with appropriate support to secure the sampler against gusty wind was provided.
ˇ The distance between the HVS and any obstacles, such as buildings, was at least twice the height that the obstacle protrudes above the HVS.
ˇ A minimum of 2 meters separation from walls, parapets and penthouse was required for rooftop sampler.
ˇ A minimum of 2 meters separation from any supporting structure, measured horizontally was required.
ˇ No furnace or incinerator flues or building vent were nearby.
ˇ Airflow around the sampler was unrestricted.
ˇ The sampler has been more than 20 metres from any drip line.
ˇ Permission was obtained to set up the samplers and to obtain access to the monitoring stations.
ˇ A secured supply of electricity is needed to operate the samplers.
Preparation of Filter Papers
ˇ Glass fibre filters, were labelled and sufficient filters that were clean and without pinholes were selected.
ˇ 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 ą3 °C with relative humidity (RH) < 50% and was not variable by more than ą5 %. A convenient working RH was 40%.
Field Monitoring
ˇ The power supply was checked to ensure the HVS works properly.
ˇ The filter holder and the area surrounding the filter were cleaned.
ˇ 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.
ˇ The filter was properly aligned on the screen so that the gasket formed an airtight seal on the outer edges of the filter.
ˇ 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.
ˇ The shelter lid was closed and was secured with the aluminium strip.
ˇ The HVS was warmed-up for about 5 minutes to establish run-temperature conditions.
ˇ A new flow rate record sheet was set into the flow recorder.
ˇ 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.
ˇ 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.
ˇ The initial elapsed time was recorded.
ˇ 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.
ˇ It was then placed in a clean plastic envelope and sealed.
ˇ All monitoring information was recorded on a standard data sheet.
ˇ Filters were sent to a HOKLAS accredited laboratory for analysis.
Maintenance and Calibration
ˇ 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.
ˇ HVSs were calibrated at 2-month intervals.
ˇ Calibration records for HVSs are shown in Appendix E.
1-hour TSP Monitoring
Field Monitoring
The measuring procedures of the 1-hour dust meter are in accordance with the Manufacturers Instruction Manual as follows:
ˇ Set POWER to ON, push BATTERY button, make sure that the meters 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).
ˇ Push the knob at MEASURE position.
ˇ Push O-ADJ button. (Then meters indication is 0).
ˇ Push the knob at SENSI ADJ position and set the meters indication to S value described on the Test Report using the trimmer for SENSI ADJ.
ˇ Pull out the knob and return it to MEASURE position.
ˇ Push START button.
Maintenance and Calibration
ˇ 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.
ˇ Calibration records for direct dust meters are shown in Appendix E.
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, 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, L90 & L10 |
Once every week |
The 4 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 Springs. |
Facade |
|
NSR5 |
The monitoring station was located within the work site boundary. |
Free-field |
|
NSR7 |
The monitoring station was located near the boundary wall of the house of Mai Po San Tsuen. |
Free-field |
Integrating Sound Level Meter will be 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
|
Monitoring locations |
Equipment Model |
|
|
Integrating Sound Level Meter |
Calibrator |
|
|
NSR1 |
Rion NL-31
|
Rion NC-74 |
|
NSR3 |
||
|
NSR5 |
||
|
NSR7 |
||
Field Monitoring
ˇ The Sound Level Meter was set on a tripod at a height of at least 1.2 m above the ground.
ˇ Façade and free-field measurements were made at the monitoring locations.
ˇ The battery condition was checked to ensure the correct functioning of the meter.
ˇ 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 0700 and 1900)
ˇ 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.
ˇ 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
ˇ The microphone head of the sound level meter and calibrator is cleaned with soft cloth at quarterly intervals.
ˇ The meter and calibrator are sent to the supplier or HOKLAS laboratory to check and calibrate at yearly intervals.
ˇ 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, 3 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 6 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 |
The Water Quality Monitoring Equipments and Analytical Methods applied to Water Quality Samples are given in Table 2.9 and Table 2.10 respectively. Details of which are discussed below.
Table 2.9: Water Quality Monitoring Equipments
|
Equipment |
Model |
Equipment /Serial Number |
|
Dissolved oxygen, temperature & pH Measuring Meter |
YSI Professional Plus |
10D101566; 10D101565 |
|
Turbidimeter |
Hach 2100Q |
09120C000514 |
|
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 and pH measuring equipment
A portable, weatherproof multiparameter instrument YSI 556 MPS was used in the monitoring. It can be capable for measuring dissolved oxygen (DO), pH, and temperature simultaneously with the following limits:
ˇ a dissolved oxygen level in the range of 0-50 mg/L and 0-500 % saturation;
ˇ a temperature of -5 to 45 degree Celsius; and
ˇ pH value of 0-14 with 0.1 as the base unit.
Turbidity Measurement Instrument
Portable and weatherproof turbidity meter (HACH model 2100P) was used during impact monitoring. It has a photoelectric sensor capable of measuring turbidity between 0-1000 NTU. Response of the sensor was checked with certified standard turbidity solutions before the start of measurement.
Global Positioning System
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 4oC without being frozen), delivered to the laboratory, and analysed as soon as possible after collection. Analysis was carried out in a HOKLAS accredited laboratory.
Detection Limit
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 |
1 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 2 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 3 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 127:1993, "Guide to field and on-site test methods for the analysis of waters" had been observed.
Measurements shall be at 3 water depths, namely, 1m below water surface, mid-depth and 1m above stream bed/pond bed, except where the water depth less that 6m, the mid-depth station maybe omitted. Should the water depth be less than 3m, 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 4oC. 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 equipments used for in-situ monitoring of water quality are attached in Appendix E.
Target species and certain other fauna will be monitored within the Project Area and Assessment Area during the wetland and residential construction phase. This will be 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 to be 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 WRA
|
|
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 |
Once per month during April to November. |
|
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.
ˇ 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;
ˇ 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;
ˇ All existing vegetation, streams and other features within the study area which are not directly affected by the works are retained and protected;
ˇ The methods of protecting existing vegetation proposed by the Contractor are acceptable and enforced;
ˇ Preparation, lifting transport and re-planting operations for any transplanted trees;
ˇ The layout, design and construction of buildings conforms to requirements specified in the EIA report;
ˇ All landscaping works are carried out in accordance with the EIA recommendations and with specifications;
ˇ 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;
ˇ 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 |
|
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:
Table 2.14: Proposed Construction Phase Mitigation Measures
|
ID No. |
Landscape and Visual Mitigation Measure |
|
CM1 |
The construction area and contractors 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 to 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 contractors 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 Measure |
|
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 ETWBTC 3/2006. |
|
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 of 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. Min 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 6, 14, 18 and 28 July 2011 in 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.
Table 3.1: Summary of 1-hour TSP monitoring results
|
Monitoring Date |
Start Time |
1-hr TSP (μg/m3) |
Range (μg/m3) |
Action Level (μg/m3) |
Limit Level (μg/m3) |
|||
|
1st Result |
2nd Result |
3rd Result |
||||||
|
ASR1 |
||||||||
|
06-Jul-11 |
09:04 |
84 |
88 |
85 |
82 - 142 |
378 |
500 |
|
|
12-Jul-11 |
08:50 |
85 |
85 |
88 |
||||
|
18-Jul-11 |
08:55 |
135 |
142 |
140 |
||||
|
22-Jul-11 |
08:51 |
88 |
86 |
82 |
||||
|
28-Jul-11 |
09:03 |
89 |
92 |
97 |
||||
|
ASR2A |
||||||||
|
06-Jul-11 |
13:31 |
82 |
84 |
84 |
82 - 150 |
357 |
500 |
|
|
12-Jul-11 |
13:12 |
85 |
85 |
86 |
||||
|
18-Jul-11 |
13:05 |
150 |
148 |
145 |
||||
|
22-Jul-11 |
13:22 |
85 |
88 |
86 |
||||
|
28-Jul-11 |
13:16 |
88 |
89 |
92 |
||||
|
ASR3 |
||||||||
|
06-Jul-11 |
12:58 |
87 |
86 |
86 |
83 - 150 |
358 |
500 |
|
|
12-Jul-11 |
12:58 |
84 |
86 |
86 |
||||
|
18-Jul-11 |
12:50 |
148 |
150 |
144 |
||||
|
22-Jul-11 |
13:05 |
85 |
86 |
86 |
||||
|
28-Jul-11 |
13:02 |
92 |
83 |
90 |
||||
|
ASR4 |
||||||||
|
06-Jul-11 |
08:56 |
82 |
89 |
93 |
82 - 146 |
372 |
500 |
|
|
12-Jul-11 |
08:43 |
87 |
88 |
86 |
||||
|
18-Jul-11 |
08:48 |
142 |
137 |
146 |
||||
|
22-Jul-11 |
08:48 |
88 |
87 |
89 |
||||
|
28-Jul-11 |
08:56 |
102 |
109 |
105 |
||||
Results of 24-hour TSP at the four monitoring locations are summarised in Table 3.2. Graphical plots of the monitoring results are shown in Appendix F.
Table 3.2: Summary of 24-hour TSP monitoring results
|
Monitoring Date |
Monitoring Results (μg/m3) |
Range (μg/m3) |
Action Level (μg/m3) |
Limit Level (μg/m3) |
|
ASR1 |
|
|
|
|
|
06-Jul-11 |
80 |
71 84 |
226 |
260 |
|
12-Jul-11 |
71 |
|||
|
18-Jul-11 |
76 |
|||
|
22-Jul-11 |
76 |
|||
|
28-Jul-11 |
84 |
|||
|
ASR2A |
|
|
|
|
|
06-Jul-11 |
87 |
63 89 |
213 |
260 |
|
12-Jul-11 |
67 |
|||
|
18-Jul-11 |
63 |
|||
|
22-Jul-11 |
71 |
|||
|
28-Jul-11 |
89 |
|||
|
ASR3 |
|
|
|
|
|
06-Jul-11 |
76 |
66 88 |
205 |
260 |
|
12-Jul-11 |
66 |
|||
|
18-Jul-11 |
74 |
|||
|
22-Jul-11 |
83 |
|||
|
28-Jul-11 |
88 |
|||
|
ASR4 |
|
|
|
|
|
06-Jul-11 |
83 |
69 - 85 |
237 |
260 |
|
12-Jul-11 |
69 |
|||
|
18-Jul-11 |
81 |
|||
|
22-Jul-11 |
76 |
|||
|
28-Jul-11 |
85 |
No exceedance of 1-hour and 24-hour TSP (Action or Limit Level) was recorded in the reporting period.
The weather conditions in the reporting period are provided in Appendix G.
The construction noise monitoring results are summarized in Table 3.3. Graphical plots of the monitoring data are shown in Appendix F.
Table 3.3: Summary of Construction noise monitoring results
|
Monitoring Date |
Start Time |
Mean & Range of Noise Levels, dB(A) |
Limit Level for Leq (dB) |
||
|
Leq |
L10 |
L90 |
|||
|
NSR1 |
|
|
|
|
> 75 |
|
06-Jul-11 |
13:39 |
53 |
57 |
44 |
|
|
12-Jul-11 |
14:22 |
56 |
60 |
53 |
|
|
18-Jul-11 |
13:14 |
55 |
58 |
52 |
|
|
28-Jul-11 |
13:26 |
56 |
58 |
53 |
|
|
NSR3 |
|
|
|
|
|
|
06-Jul-11 |
14:29 |
50 |
52 |
44 |
|
|
12-Jul-11 |
15:10 |
55 |
58 |
48 |
|
|
18-Jul-11 |
14:02 |
57 |
60 |
54 |
|
|
28-Jul-11 |
14:12 |
56 |
57 |
48 |
|
|
NSR5 |
|
|
|
|
|
|
06-Jul-11 |
09:08 |
53 |
54 |
49 |
|
|
12-Jul-11 |
08:47 |
58 |
59 |
55 |
|
|
18-Jul-11 |
08:52 |
58 |
61 |
55 |
|
|
28-Jul-11 |
09:00 |
59 |
61 |
56 |
|
|
NSR7 |
|
|
|
|
|
|
06-Jul-11 |
10:00 |
62 |
65 |
58 |
|
|
12-Jul-11 |
09:28 |
64 |
67 |
61 |
|
|
18-Jul-11 |
09:35 |
63 |
66 |
61 |
|
|
28-Jul-11 |
09:46 |
64 |
66 |
61 |
|
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.
Table 3.4: Summary of Water quality monitoring results
|
Monitoring Date |
Temp (oC) |
pH |
Dissolved Oxygen (mg/L) |
DOS (%) |
Turbidity (NT) |
BOD (mg/L) |
Suspended Solids (mg/L) |
|
MP1 |
|
|
|
|
|
|
|
|
02/07/2011 |
29.1 |
7.6 |
1.8 |
23.3 |
25.9 |
4 |
21.5 |
|
04/07/2011 |
29.5 |
7.6 |
2.5 |
33.1 |
35.9 |
4 |
33.5 |
|
06/07/2011 |
29.2 |
7.6 |
6.0 |
77.8 |
57.1 |
2.5 |
38 |
|
08/07/2011 |
30.5 |
7.9 |
3.7 |
49.2 |
50.2 |
6 |
88.5 |
|
11/07/2011 |
30.6 |
7.6 |
2.4 |
32.3 |
25.8 |
4 |
23 |
|
13/07/2011 |
29.2 |
7.6 |
6.0 |
77.8 |
57.1 |
4 |
9.5 |
|
15/07/2011 |
28.4 |
7.6 |
2.5 |
31.2 |
84.0 |
3 |
61 |
|
18/07/2011 |
30.0 |
7.7 |
2.9 |
38.3 |
24.2 |
3.5 |
19 |
|
20/07/2011 |
27.0 |
8.0 |
3.8 |
47.0 |
70.8 |
2 |
67 |
|
22/07/2011 |
30.5 |
7.8 |
3.3 |
44.2 |
26.2 |
3 |
26.5 |
|
25/07/2011 |
30.6 |
7.8 |
3.6 |
47.9 |
23.1 |
4 |
14 |
|
27/07/2011 |
33.7 |
7.6 |
9.4 |
134.2 |
32.1 |
6 |
23 |
|
29/07/2011 |
29.5 |
7.6 |
4.4 |
55.8 |
21.1 |
3.5 |
13 |
|
Action Level |
- |
<5.5 or >7.5 |
<1.23 |
- |
>173 |
- |
>231 |
|
Limit Level |
- |
<4.0 or >8.0 |
<1.17 |
- |
>177 |
- |
>299 |
|
|
|
|
|
|
|
|
|
|
MP2 |
|
|
|
|
|
|
|
|
02/07/2011 |
29.8 |
6.8 |
2.0 |
25.5 |
48.2 |
4.5 |
53.5 |
|
04/07/2011 |
29.9 |
7.7 |
2.6 |
35.5 |
43.9 |
4 |
40 |
|
06/07/2011 |
29.1 |
7.7 |
5.5 |
71.9 |
67.3 |
3 |
85.5 |
|
08/07/2011 |
31.1 |
7.9 |
3.8 |
50.3 |
57.9 |
5.5 |
115 |
|
11/07/2011 |
30.7 |
7.6 |
2.9 |
38.5 |
25.0 |
4 |
18 |
|
13/07/2011 |
29.1 |
7.7 |
5.5 |
71.9 |
67.3 |
4 |
8 |
|
15/07/2011 |
28.5 |
7.6 |
2.6 |
33.1 |
82.4 |
3 |
59 |
|
18/07/2011 |
29.4 |
7.7 |
2.5 |
32.9 |
28.3 |
4 |
21.5 |
|
20/07/2011 |
27.5 |
7.9 |
3.7 |
45.6 |
71.6 |
2 |
66.5 |
|
22/07/2011 |
30.7 |
7.9 |
3.4 |
44.7 |
25.2 |
3 |
30 |
|
25/07/2011 |
30.5 |
7.7 |
4.4 |
59.4 |
23.2 |
3.5 |
15.5 |
|
27/07/2011 |
33.6 |
7.7 |
8.6 |
122.0 |
30.9 |
6 |
19.5 |
|
29/07/2011 |
29.5 |
7.6 |
4.5 |
59.0 |
22.7 |
4 |
14 |
|
Action Level |
- |
<5.5 or >7.5 |
<1.04 |
- |
>132 |
- |
>170 |
|
Limit Level |
- |
<4.0 or >8.0 |
<0.89 |
- |
>163 |
- |
>209 |
|
|
|
|
|
|
|
|
|
|
MP3 |
|
|
|
|
|
|
|
|
02/07/2011 |
30.2 |
7.8 |
2.8 |
37.7 |
23.1 |
7 |
20 |
|
04/07/2011 |
31.2 |
7.7 |
2.5 |
34.0 |
17.4 |
7 |
17.5 |
|
06/07/2011 |
31.0 |
7.5 |
4.2 |
56.6 |
28.3 |
6 |
31 |
|
08/07/2011 |
31.8 |
7.8 |
4.0 |
55.6 |
28.0 |
7 |
41.5 |
|
11/07/2011 |
32.5 |
7.7 |
3.4 |
47.8 |
18.6 |
6.5 |
18.5 |
|
13/07/2011 |
31.0 |
7.5 |
4.2 |
56.6 |
28.3 |
5.5 |
9 |
|
15/07/2011 |
29.9 |
7.5 |
2.6 |
34.8 |
31.2 |
7 |
32 |
|
18/07/2011 |
31.4 |
8.4 |
3.9 |
53.0 |
17.4 |
8 |
15.5 |
|
20/07/2011 |
28.9 |
7.4 |
3.6 |
46.0 |
25.0 |
4 |
21 |
|
22/07/2011 |
30.9 |
8.1 |
4.3 |
57.7 |
30.0 |
5 |
29.5 |
|
25/07/2011 |
31.3 |
7.8 |
5.4 |
73.9 |
20.2 |
4 |
17.5 |
|
27/07/2011 |
33.9 |
7.9 |
7.2 |
102.4 |
27.2 |
4.5 |
20 |
|
29/07/2011 |
29.9 |
7.8 |
5.1 |
67.7 |
19.1 |
3 |
14 |
|
Action Level |
- |
<5.5 or >7.5 |
<6.85 |
- |
>64 |
- |
>65 |
|
Limit Level |
- |
<4.0 or >8.0 |
<6.65 |
- |
>67 |
- |
>66 |
|
|
|
|
|
|
|
|
|
|
MP4 |
|
|
|
|
|
|
|
|
02/07/2011 |
30.8 |
7.5 |
2.6 |
35.8 |
22.2 |
3.5 |
19 |
|
04/07/2011 |
29.3 |
7.6 |
2.2 |
29.3 |
23.9 |
4 |
19.5 |
|
06/07/2011 |
29.0 |
7.3 |
2.7 |
13.7 |
21.3 |
3 |
8 |
|
08/07/2011 |
30.2 |
7.4 |
2.3 |
30.3 |
24.0 |
3.5 |
14.5 |
|
11/07/2011 |
29.9 |
7.4 |
2.7 |
35.5 |
22.0 |
5 |
14.5 |
|
13/07/2011 |
29.0 |
7.3 |
2.7 |
13.7 |
21.3 |
3 |
4.5 |
|
15/07/2011 |
27.7 |
7.2 |
1.9 |
23.8 |
24.4 |
4.5 |
14 |
|
18/07/2011 |
28.6 |
7.8 |
2.3 |
29.7 |
16.4 |
2.5 |
10 |
|
20/07/2011 |
26.6 |
8.3 |
3.2 |
40.2 |
224.6 |
2 |
130.5 |
|
22/07/2011 |
28.7 |
7.8 |
2.1 |
27.2 |
12.3 |
3.5 |
9.5 |
|
25/07/2011 |
29.1 |
8.0 |
4.2 |
54.5 |
26.0 |
2.5 |
12.5 |
|
27/07/2011 |
30.6 |
7.6 |
1.5 |
20.3 |
27.2 |
2.5 |
15 |
|
29/07/2011 |
28.1 |
7.7 |
4.1 |
53.4 |
45.0 |
4 |
20.5 |
|
Action Level |
- |
<5.5 or >7.5 |
<3.91 |
- |
>60 |
- |
>50 |
|
Limit Level |
- |
<4.0 or >8.0 |
<3.82 |
- |
>64 |
- |
>53 |
|
|
|
|
|
|
|
|
|
|
MP5 |
|
|
|
|
|
|
|
|
02/07/2011 |
30.7 |
7.8 |
2.8 |
38.0 |
32.3 |
5 |
26 |
|
04/07/2011 |
32.3 |
7.5 |
2.2 |
29.9 |
20.8 |
4 |
12.5 |
|
06/07/2011 |
29.5 |
7.2 |
2.2 |
29.3 |
22.9 |
4 |
13 |
|
08/07/2011 |
32.8 |
7.4 |
4.1 |
57.3 |
27.5 |
5 |
22 |
|
11/07/2011 |
32.0 |
7.4 |
3.8 |
52.4 |
29.9 |
7 |
22 |
|
13/07/2011 |
29.5 |
7.2 |
2.2 |
29.3 |
22.9 |
4 |
8.5 |
|
15/07/2011 |
29.9 |
7.6 |
2.7 |
36.1 |
69.3 |
4 |
43 |
|
18/07/2011 |
32.0 |
7.8 |
3.8 |
52.8 |
35.1 |
6 |
23.5 |
|
20/07/2011 |
26.5 |
7.8 |
4.2 |
53.1 |
199.5 |
<2 |
116 |
|
22/07/2011 |
30.8 |
7.5 |
4.0 |
53.3 |
45.0 |
2.5 |
27 |
|
25/07/2011 |
30.9 |
7.5 |
3.4 |
46.1 |
28.0 |
3.5 |
21 |
|
27/07/2011 |
33.5 |
7.6 |
8.7 |
125.2 |
29.8 |
6 |
19 |
|
29/07/2011 |
28.5 |
7.5 |
3.2 |
41.1 |
36.1 |
6 |
26 |
|
Action Level |
- |
<5.5 or >7.5 |
<4.13 |
- |
>81 |
- |
>66 |
|
Limit Level |
- |
<4.0 or >8.0 |
<3.87 |
- |
>84 |
- |
>69 |
|
|
|
|
|
|
|
|
|
|
MP6 |
|
|
|
|
|
|
|
|
02/07/2011 |
29.5 |
7.5 |
3.1 |
41.3 |
24.8 |
2.5 |
15 |
|
04/07/2011 |
31.0 |
7.4 |
2.4 |
32.9 |
42.4 |
3.5 |
42 |
|
06/07/2011 |
29.1 |
7.2 |
2.7 |
36.1 |
23.3 |
2 |
8 |
|
08/07/2011 |
32.9 |
7.4 |
4.0 |
55.9 |
24.1 |
4.5 |
19 |
|
11/07/2011 |
32.1 |
7.4 |
3.6 |
50.8 |
27.1 |
8 |
17.5 |
|
13/07/2011 |
29.1 |
7.2 |
2.7 |
36.1 |
23.3 |
2 |
13 |
|
15/07/2011 |
30.0 |
7.5 |
2.7 |
36.6 |
69.0 |
4 |
43 |
|
18/07/2011 |
31.9 |
7.7 |
3.8 |
52.3 |
34.3 |
6 |
23.5 |
|
20/07/2011 |
25.9 |
7.9 |
4.4 |
57.6 |
201.6 |
<2 |
112 |
|
22/07/2011 |
29.0 |
7.6 |
4.9 |
65.6 |
38.4 |
2 |
23.5 |
|
25/07/2011 |
29.2 |
7.6 |
3.5 |
46.1 |
28.2 |
<2 |
18 |
|
27/07/2011 |
31.9 |
7.7 |
8.9 |
122.6 |
27.7 |
4 |
21.5 |
|
29/07/2011 |
27.1 |
7.6 |
3.9 |
49.6 |
53.2 |
4 |
40 |
|
Action Level |
- |
<5.5 or >7.5 |
<4.61 |
- |
>94 |
- |
>75 |
|
Limit Level |
- |
<4.0 or >8.0 |
<4.52 |
- |
>96 |
- |
>75 |
Notes:
Values Bold indicate Action Level exceedance.
Values Underlined and Bold indicate Limit Level exceedance.
Exceedances of pH, DO, turbidity and SS were observed at MP1 to MP6. Exceedances of pH were frequently observed at MP1 to MP3 while DO were exceeded frequently at MP3 to MP6. Turbidity and/or SS exceedances were recorded on a few days at all monitoring stations.
The Event and Action Plan in Appendix D was followed under these cases of exceedances.
From investigation, construction activities during the period of exceedance included mainly band drain installation, trial embankment for ground improvement and site formation (filling). It was observed that the Contractor has implemented water quality mitigation measures as recommended in the EIA report, including the provision of temporary drainage facility and associated treatment facility. Sand bags are in place in the temporary drainage channel to enhance the desilting efficiency. The Contractor further enhanced the water quality mitigation measures by erecting several segments of rock bunds at the discharge outlet to avoid site runoff draining directly to the northern ditches.
Exceedances of pH, DO, turbidity and SS were observed at MP1 to MP6 in July 2011. Exceedances of pH were often observed at all stations (MP1 to MP6). DO were exceeded frequently at MP3 to MP6. Turbidity and/or SS exceedances were recorded on 20 July 2011 at MP4 to MP6.
Exceedances of action level of pH were observed at MP1 and MP2 on all monitoring days and pH ranged from 7.6 to 8.0 (except MP2 on 2 July 2011). From investigation, there was no direct discharge from the site to the ditch where MP1 and MP2 are located, so the exceedances were not considered to be related to the construction activities. The exceedances of pH could be due to natural variations.
The action and limit level of pH and limit level of DO exceedances were frequently observed at MP3. As understood, the fish pond near the site (represented by MP3) was being separated from the construction site by the WRA since November 2010, so the exceedances were not considered to be related to the construction activities. The exceedances of pH and DO maybe due to external factors such as pond fish culture activities which were out of the control of the project.
Exceedances of action level of pH were observed at MP4, MP5 and MP6 on various days and occasions of limit level exceedance of pH were found at MP4 on 20 July 2011. Action and limit levels of DO were exceeded frequently at all these monitoring stations. Limit level exceedances of turbidity and SS were observed at MP4 to MP6 on one monitoring date (20 July 2011).
From observation on 20 July 2011, high level of water was observed at the ditch. From record of the Hong Kong Observatory, rainfall was recorded from 11 to 20 July 2011 and on 22 and 29 July 2011 in general. Since turbidity and SS was only exceeded on 20 July 2011, it is believed that local heavy rainfall may have caused large amount of surface runoff from all sources in the vicinity of the ditch on 20 July 2011 and have significantly increased the turbidity and SS inside the ditch water.
The exceedances of pH during the period could be due to natural variation as the values were in similar range compared to other stations where exceedances were also observed. Starting from early May 2011, the DO measured at the ditch has fallen significantly due to microbe growth (including algae). It was considered that the ditch continued to be affected by this factor (respiration of microbes and degradation of these which consumed oxygen) while the high sediment content in the ditch caused by rainfall during the period might also have slightly lowered the DO and contributed to the exceedances of DO. At MP4, the lower DO (compared to MP5 and MP6 in average) could be resulted from the growth of water plant which blocked the diffusion of oxygen into the ditch water.
Moreover, since the site discharge was controlled and treated by the AquaSed system during the period, the exceedance was not considered to be related to the project.
This report documents surveys conducted in the Survey Area between 1 July and 31 July 2011. The Wetland Restoration Area (hereafter 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 of conservation importance and/or wetland dependent were identified and enumerated. Flying birds were not recorded unless they were foraging and associated with the habitat (such as swifts). Further, notable bird observations during other surveys were also recorded.
Bird surveys were conducted on a weekly basis. A total of 13 bird species of conservation importance and/or wetland-dependence were recorded in the Survey Area (excluding the WRA). Within the WRA, 10 bird species were recorded and all were species of conservation importance and/or wetland-dependent species. A summary of survey data is provided in Appendix I. Up to 42 individuals of Cattle Egret Bubulcus ibis, one of the three bird target species, were observed in Cell 2 on 18 July 2011; indicating that the wetland is providing suitable habitat for the species. Other bird target species (i.e. Little Egret Egretta garzetta and Chinese Pond Heron Ardeola bacchus) were also recorded regularly on-site.
Species and numbers recorded in this survey period are typical of fish pond areas in summer months.
Two day time and two night time herpetofauna surveys were conducted in the period. Two amphibian species and one reptile species were recorded in the Survey Area (excluding the WRA), while two amphibian species and one reptile species were recorded in the WRA. All species recorded are very common and widespread in northwestern Hong Kong. A summary of the survey findings is provided in Appendix J.
Monitoring of dragonflies and butterflies was conducted on a twice monthly basis. A total of nine dragonfly species and nine butterfly species were recorded in the Survey Area (excluding the WRA) while 12 dragonfly and two butterfly species were recorded in the WRA. One dragonfly species of conservation importance (i.e. Coastal Glider Macrodiplax cora) was recorded in the Survey Area. This species is considered to be uncommon and of Local Concern in Hong Kong. A summary of the survey findings is provided in Appendix J.
Monitoring of mammals was conducted concurrently with other surveys. One Rattus sp. was recorded in the survey period in Pond 49.
Water quality monitoring is required prior to stocking the cells with fish. Salinity in Cell 4 is found to be outside of the Action Level. It is however expected to improve with the on-set of more rainfall events. Dissolved oxygen in Cells 1 and 2 are found to be outside of the Action Level. No measures are proposed at the moment, but the condition will be monitored. Monitoring date and data are presented in Appendix K.
Planting of the WRA was on-going in the reporting month. No additional management issues were required.
Removal of exotic vegetation such as Typha and Ipomoea were undertaken. Removed materials were disposed off-site.
The leakage in flap weir at Cell 4 was addressed. The cell is currently holding water.
Fish and shrimp were stocked on 22nd July 2011. Quantities and species stocked are presented in Appendix L.
Ecological monitoring during July 2011 was carried out following the survey methodology and frequency outlined in the EM&A Manual.
A total of 13 bird species, 9 dragonfly species, 9 butterfly species, 2 amphibian species, 1 reptile species and 1 mammal species were recorded in the Survey Area (excluding WRA). Survey findings indicate that the ponds within the Survey Area supported numbers and diversity of wetland-dependent birds and other species of conservation importance typical of fish pond areas in wet season.
10 bird species, 12 dragonfly species, 2 butterfly species, 2 amphibian species and 1 reptile species were recorded in the WRA. These findings indicate that the WRA is already supporting wetland-dependent birds and other species of conservation importance.
Planting and fish/shrimp stocking at the WRA is being undertaken as scheduled.
The EM&A programme for Landscape and Visual impact due to the construction commenced in May 2010 and was continued during the reporting period. Site inspections on Landscape and Visual impact were carried out on 14 and 25 July 2011 to confirm the implementation of mitigation measures at construction stage.
The audit was undertaken with references to the specific checklists provided in Tables 2.13 2.15 and audit results are summarized as below:
Table 5.1: Construction and Operation Phase Audit Summary
|
Area of Works |
Items to 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. No construction works were observed to have exceeded the site boundaries. Moreover, 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 cell 4, have been identified and protected by temporary protective fencing. |
|
Streams |
The works site is encircled by a berm to intercept surface water and prevent it from washing off into any of the neighboring 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 tanks 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. The trees continue to re-establish well. |
|
Topsoil stripping |
Suitable pond bund and soil material which had been excavated and stockpiled from the original site, has now largely 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. |
|
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. |
|
Night-time lighting |
No night-time works were reported to have been carried out during the monitoring period |
|
Landscape and wetland treatments |
Continuous belt of screen planting along the southern and western boundaries of the site has been completed. The formation, soiling and water control structures for the wetland restoration areas has been completed. The wetland areas have been established, with the ponds in cell 1to cell 4 now partially filled with rain water. Planting of areas around the WRA cells is almost complete. |
|
Soiling |
The soiling for the advance planting strip has been completed. The soil placement and grading for each of the wetland restoration areas has been completed. |
|
Plant supply |
The plant material used in the Advance Planting Strip along the southern and western boundaries of the site are all common species and came from commercial sources. Details of the plant material for the wetland restoration areas have been sourced from commercial nursery suppliers. |
|
Planting |
The total numbers of trees that will reach a minimum of 10m in the advance planting strip meet the contract requirements. The tree species are all from the approved list. This planting should achieve the required screening effect within the permitted time period. Some 21 of newly planted trees have died, and several others are in poor health condition. Replacement planting is required immediately. Whip size trees, shrubs, and herb species have been planted on the slopes along the wetland. Some specimens appear to be in poor condition. Work to rectify or improve the situation is required. |
|
Establishment Works |
The advance planting, the compensatory planting and the transplanted trees are being maintained by the landscape sub-contractor in accordance with the specification to ensure that the contract requirements are met. Taller trees, especially Eucalyptus sp. have been partially blown over and are leaning. They are likely to be damaged and need to be set upright and cabled/guyed to stop them hitting the barrier or other structures. Low coverage of some areas of shrubs need to be rectified with further infill planting. Leaves and branches from trees on the other side of the boundary fence have fallen into the advance planting strip. Those affecting the health of the shrubs should be comprehensively cleared away. Extensive growth of weeds and invasive climbers in the space behind screen noise barrier, needs to be cleared. Some of the stands of Phragmites australis reeds (translocated from the original site) are in poor condition and need urgent horticultural care. |
The ET had carried out construction phase weekly site inspections on 6, 14, 18 and 28 July 2011. 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 |
Contractors Responses / Action(s) Undertaken |
Close-out (Date) |
|
Some tarpaulins for stockpiles have been weathered out |
To replace the old tarpaulin sheets |
Agreed and action taken |
28 Jul 2011 |
|
Stagnant water after rainfall |
To clear the stagnant water |
Agreed and action taken |
28 Jul 2011 |
|
Silt and mud settled in drainage channel |
To clear the silt and mud |
Agreed and action taken |
28 Jul 2011 |
|
Ponding water observed in reed bed where works have been completed |
To clear the stagnant water |
Agreed and action taken |
2 Aug 2011 |
|
Sprinkler system under repair |
To provide sufficient water spraying in the site to suppress dust |
Agreed and action taken |
2 Aug 2011 |
|
Dust at works area and haul roads |
To further increase the frequency of watering and provide compaction |
Agreed and action taken |
2 Aug 2011 |
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, 0 tonnes of C&D material were generated on site during the period. No metals was generated and collected by registered recycling collector. No paper cardboard packing and plastic were generated on site and collected by registered recycling collector. No chemical waste was generated and collected by licensed chemical waste collector. 0 tonnes of other types of wastes (e.g. general refuse) was generated on site and disposed of at public landfill facility at NENT.
The Contractor is advised to maintain on site waste sorting and recording system and maximize reuse/recycling of C&D wastes.
The environmental permits, licenses, and/or notifications on environmental protection for this Project which were valid during the period is summarised in Table 6.2.
Table 6.2: Status of Environmental Submissions, Licenses and Permits
|
Statutory Reference |
Description |
Permit /Reference No. |
Status |
|
EIAO |
Environmental Permit |
EP-311/2008B |
Valid |
|
APCO |
Notification of Construction Work under APCO |
316688 (27 Apr 2010) |
Valid
|
|
WPCO |
Discharge License |
WT00007442-2010 (2 Nov 2010) |
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 M. In particular, the following mitigation measures were brought to attention during the site audits:
Air Quality
ˇ All stockpiles should be covered by tarpaulin or kept wet by water spraying;
ˇ All vehicles should be washed to remove any dusty materials before leaving the construction sites;
ˇ 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;
ˇ During the dry season, sufficient water spraying should be provided at haul road to reduce dust emission; and
ˇ Ensure proper functioning of the wheel wash facility.
Noise
ˇ Mobile plant should be sited as far away from NSRs as possible;
ˇ Plant known to emit noise strongly in one direction should be orientated to direct noise away from the NSRs; and
ˇ The construction activities should be better scheduled to reduce noise nuisance.
Water Quality
ˇ Water accumulated in the site (including water inside drip trays) should be cleared frequently;
ˇ Ensure proper functioning of the wastewater treatment facility; and
ˇ Silt and debris should be removed from the temporary drainage channel regularly.
Waste management
ˇ Reuse the excavated materials as far as practical to reduce the amount of waste disposal;
ˇ Ensure drip trays are provided for chemical containers to prevent leakage or soil contamination;
ˇ All plants and vehicles should be properly maintained to prevent oil leakage; and
ˇ Oil stains on soil should be cleared by disposal of contaminated soil.
There is no breach of Action or Limit Levels for Air Quality and Noise monitoring in the reporting month.
Exceedances of pH, DO, turbidity and SS were observed at MP1 to MP6 in July 2011. Exceedances of pH were often observed at all stations (MP1 to MP6). DO were exceeded frequently at MP3 to MP6. Turbidity and/or SS exceedances were recorded on 20 July 2011 at MP4 to MP6.
Table 7.1: Summary of exceedances in Water Quality
|
Monitoring Date |
pH |
Dissolved Oxygen (mg/L) |
Turbidity (NT) |
Suspended Solids (mg/L) |
|
MP1 |
|
|
|
|
|
02/07/2011 |
7.6 |
1.8 |
25.9 |
21.5 |
|
04/07/2011 |
7.6 |
2.5 |
35.9 |
33.5 |
|
06/07/2011 |
7.6 |
6.0 |
57.1 |
38 |
|
08/07/2011 |
7.9 |
3.7 |
50.2 |
88.5 |
|
11/07/2011 |
7.6 |
2.4 |
25.8 |
23 |
|
13/07/2011 |
7.6 |
6.0 |
57.1 |
9.5 |
|
15/07/2011 |
7.6 |
2.5 |
84.0 |
61 |
|
18/07/2011 |
7.7 |
2.9 |
24.2 |
19 |
|
20/07/2011 |
8.0 |
3.8 |
70.8 |
67 |
|
22/07/2011 |
7.8 |
3.3 |
26.2 |
26.5 |
|
25/07/2011 |
7.8 |
3.6 |
23.1 |
14 |
|
27/07/2011 |
7.6 |
9.4 |
32.1 |
23 |
|
29/07/2011 |
7.6 |
4.4 |
21.1 |
13 |
|
Action Level |
<5.5 or >7.5 |
<1.23 |
>173 |
>231 |
|
Limit Level |
<4.0 or >8.0 |
<1.17 |
>177 |
>299 |
|
|
|
|
|
|
|
MP2 |
|
|
|
|
|
04/07/2011 |
7.7 |
2.6 |
43.9 |
40 |
|
06/07/2011 |
7.7 |
5.5 |
67.3 |
85.5 |
|
08/07/2011 |
7.9 |
3.8 |
57.9 |
115 |
|
11/07/2011 |
7.6 |
2.9 |
25.0 |
18 |
|
13/07/2011 |
7.7 |
5.5 |
67.3 |
8 |
|
15/07/2011 |
7.6 |
2.6 |
82.4 |
59 |
|
18/07/2011 |
7.7 |
2.5 |
28.3 |
21.5 |
|
20/07/2011 |
7.9 |
3.7 |
71.6 |
66.5 |
|
22/07/2011 |
7.9 |
3.4 |
25.2 |
30 |
|
25/07/2011 |
7.7 |
4.4 |
23.2 |
15.5 |
|
27/07/2011 |
7.7 |
8.6 |
30.9 |
19.5 |
|
29/07/2011 |
7.6 |
4.5 |
22.7 |
14 |
|
Action Level |
<5.5 or >7.5 |
<1.04 |
>132 |
>170 |
|
Limit Level |
<4.0 or >8.0 |
<0.89 |
>163 |
>209 |
|
|
|
|
|
|
|
MP3 |
|
|
|
|
|
02/07/2011 |
7.8 |
2.8 |
23.1 |
20 |
|
04/07/2011 |
7.7 |
2.5 |
17.4 |
17.5 |
|
06/07/2011 |
7.5 |
4.2 |
28.3 |
31 |
|
08/07/2011 |
7.8 |
4.0 |
28.0 |
41.5 |
|
11/07/2011 |
7.7 |
3.4 |
18.6 |
18.5 |
|
13/07/2011 |
7.5 |
4.2 |
28.3 |
9 |
|
15/07/2011 |
7.5 |
2.6 |
31.2 |
32 |
|
18/07/2011 |
8.4 |
3.9 |
17.4 |
15.5 |
|
20/07/2011 |
7.4 |
3.6 |
25.0 |
21 |
|
22/07/2011 |
8.1 |
4.3 |
30.0 |
29.5 |
|
25/07/2011 |
7.8 |
5.4 |
20.2 |
17.5 |
|
27/07/2011 |
7.9 |
7.2 |
27.2 |
20 |
|
29/07/2011 |
7.8 |
5.1 |
19.1 |
14 |
|
Action Level |
<5.5 or >7.5 |
<6.85 |
>64 |
>65 |
|
Limit Level |
<4.0 or >8.0 |
<6.65 |
>67 |
>66 |
|
|
|
|
|
|
|
MP4 |
|
|
|
|
|
02/07/2011 |
7.5 |
2.6 |
22.2 |
19 |
|
04/07/2011 |
7.6 |
2.2 |
23.9 |
19.5 |
|
06/07/2011 |
7.3 |
2.7 |
21.3 |
8 |
|
08/07/2011 |
7.4 |
2.3 |
24.0 |
14.5 |
|
11/07/2011 |
7.4 |
2.7 |
22.0 |
14.5 |
|
13/07/2011 |
7.3 |
2.7 |
21.3 |
4.5 |
|
15/07/2011 |
7.2 |
1.9 |
24.4 |
14 |
|
18/07/2011 |
7.8 |
2.3 |
16.4 |
10 |
|
20/07/2011 |
8.3 |
3.2 |
224.6 |
130.5 |
|
22/07/2011 |
7.8 |
2.1 |
12.3 |
9.5 |
|
25/07/2011 |
8.0 |
4.2 |
26.0 |
12.5 |
|
27/07/2011 |
7.6 |
1.5 |
27.2 |
15 |
|
29/07/2011 |
7.7 |
4.1 |
45.0 |
20.5 |
|
Action Level |
<5.5 or >7.5 |
<3.91 |
>60 |
>50 |
|
Limit Level |
<4.0 or >8.0 |
<3.82 |
>64 |
>53 |
|
|
|
|
|
|
|
MP5 |
|
|
|
|
|
02/07/2011 |
7.8 |
2.8 |
32.3 |
26 |
|
04/07/2011 |
7.5 |
2.2 |
20.8 |
12.5 |
|
06/07/2011 |
7.2 |
2.2 |
22.9 |
13 |
|
08/07/2011 |
7.4 |
4.1 |
27.5 |
22 |
|
11/07/2011 |
7.4 |
3.8 |
29.9 |
22 |
|
13/07/2011 |
7.2 |
2.2 |
22.9 |
8.5 |
|
15/07/2011 |
7.6 |
2.7 |
69.3 |
43 |
|
18/07/2011 |
7.8 |
3.8 |
35.1 |
23.5 |
|
20/07/2011 |
7.8 |
4.2 |
199.5 |
116 |
|
22/07/2011 |
7.5 |
4.0 |
45.0 |
27 |
|
25/07/2011 |
7.5 |
3.4 |
28.0 |
21 |
|
27/07/2011 |
7.6 |
8.7 |
29.8 |
19 |
|
29/07/2011 |
7.5 |
3.2 |
36.1 |
26 |
|
Action Level |
<5.5 or >7.5 |
<4.13 |
>81 |
>66 |
|
Limit Level |
<4.0 or >8.0 |
<3.87 |
>84 |
>69 |
|
|
|
|
|
|
|
MP6 |
|
|
|
|
|
02/07/2011 |
7.5 |
3.1 |
24.8 |
15 |
|
04/07/2011 |
7.4 |
2.4 |
42.4 |
42 |
|
06/07/2011 |
7.2 |
2.7 |
23.3 |
8 |
|
08/07/2011 |
7.4 |
4.0 |
24.1 |
19 |
|
11/07/2011 |
7.4 |
3.6 |
27.1 |
17.5 |
|
13/07/2011 |
7.2 |
2.7 |
23.3 |
13 |
|
15/07/2011 |
7.5 |
2.7 |
69.0 |
43 |
|
18/07/2011 |
7.7 |
3.8 |
34.3 |
23.5 |
|
20/07/2011 |
7.9 |
4.4 |
201.6 |
112 |
|
22/07/2011 |
7.6 |
4.9 |
38.4 |
23.5 |
|
25/07/2011 |
7.6 |
3.5 |
28.2 |
18 |
|
27/07/2011 |
7.7 |
8.9 |
27.7 |
21.5 |
|
29/07/2011 |
7.6 |
3.9 |
53.2 |
40 |
|
Action Level |
<5.5 or >7.5 |
<4.61 |
>94 |
>75 |
|
Limit Level |
<4.0 or >8.0 |
<4.52 |
>96 |
>75 |
Notes:
Values Bold indicate Action Level exceedance.
Values Underlined and Bold indicate Limit Level exceedance.
No environmental complaint was received the reporting month.
No notifications of summons or successful prosecution were received the reporting month.
Investigations have been carried out to identify the causes of exceedance.
From investigation, construction activities during the period of exceedance included mainly band drain installation, trial embankment and site formation (filling). It was observed that the Contractor has implemented water quality mitigation measures as recommended in the EIA report, including the provision of temporary drainage facility and associated treatment facility. Sand bags are in place in the temporary drainage channel to enhance the desilting efficiency. The Contractor further enhanced the water quality mitigation measures by erecting several segments of rock bunds at the discharge outlet to avoid site runoff draining directly to the northern ditches.
With external factors affect the adjacent environments, such as natural variations, pond fish culture activities, heavy rainfall, microbe growth (including algae) and growth of water plant, the exceedances were considered not due to construction works.
As non-compliances have been recorded, 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 and regular spot check would be conducted on the nearby discharge by Contractor and inform ET for investigation.
To cater for the site runoff in wet season, the Contractor has further enhanced the water quality mitigation measures by erecting several segments of rock bunds at the discharge outlet to avoid site runoff draining directly to the northern ditches.
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 the Table 7.2 below.
Table 7.2: Statistics for complaints, notifications of summons and successful prosecutions
|
Reporting Period |
Cumulative Statistics |
||
|
|
Complaints |
Notifications of summons |
Successful prosecutions |
|
This reporting month (Jul 2011) |
0 |
0 |
0 |
|
From 12 May 2010 to end of the reporting month (Jul 2011) |
1 |
0 |
0 |
The major site works to be commissioned in the coming month include:
Ą Band drain installation;
Ą Trial Embankment for Ground Improvement; and
Ą Site Formation (Filling)
Key issues to be considered in the coming month include:
Ą Generation of dust from activities on-site (esp. stockpiling for Trial Embankment) during dry weather condition;
Ą Noise impact from operating equipment and machinery on-site;
Ą Generation of site surface runoffs and wastewater from activities on-site;
Ą Sorting, recycling, storage and disposal of general refuse and construction waste from activities on-site; and
Ą Management of chemicals and avoidance of oil spillage on-site and to the drainage.
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 2011 is shown in the Table 8.1.
Table 8.1: Tentative Environmental Monitoring and Audit Schedule for August 2011
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 and SS) under monitoring have been checked against established Action and Limit levels.
There was no breach of Action and Limit Levels for 1-hr TSP, 24-hr TSP and noise in the reporting month.
Exceedances of pH, DO, turbidity and SS were observed at MP1 to MP6 in July 2011. Exceedances of pH were often observed at all stations (MP1 to MP6). DO were exceeded frequently at MP3 to MP6. Turbidity and/or SS exceedances were recorded on 20 July 2011 at MP4 to MP6.
From investigation, the Contractor has implemented water quality mitigation measures as recommended in the EIA report. With external factors affect the adjacent environments, such as natural variations, pond fish culture activities, heavy rainfall, microbe growth (including algae) and growth of water plant, the exceedances were considered not due to construction works.
With considerations on the construction activities and environment, the following recommendations were provided:
Air Quality
ˇ All stockpiles should be covered by tarpaulin or kept wet by water spraying;
ˇ All vehicles should be washed to remove any dusty materials before leaving the construction sites;
ˇ 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;
ˇ Sufficient water spraying should be provided at haul road to reduce dust emission, especially during dry weather conditions; and
ˇ Ensure proper functioning of the wheel wash facility.
Noise
ˇ Mobile plant should be sited as far away from NSRs as possible;
ˇ Plant known to emit noise strongly in one direction should be orientated to direct noise away from the NSRs; and
ˇ The construction activities should be better scheduled to reduce noise nuisance.
Water Quality
ˇ Water accumulated in the site (including water inside drip trays) should be cleared frequently;
ˇ Ensure proper functioning of the wastewater treatment facility; and
ˇ Silt and debris should be removed from the temporary drainage channel regularly.
Waste management
ˇ Reuse the excavated materials as far as practical to reduce the amount of waste disposal;
ˇ Ensure drip trays are provided for chemical containers to prevent leakage or soil contamination;
ˇ All plants and vehicles should be properly maintained to prevent oil leakage; and
ˇ Oil stains on soil should be cleared by disposal of contaminated soil.
![]() |

Contact information:
|
Company |
Position |
Name |
Telephone / Mobile |
|
Heng Shung Construction Co. Ltd. (The Contractor) |
Assistant Construction Manager |
Ms Lynne Hung |
2908 2391 |
|
Heng Shung Construction Co. Ltd. (The Contractor) |
Site Agent |
Mr Poon Man Ho |
9426 3533 |
|
Heng Shung Construction Co. Ltd. (The Contractor) |
Environmental Officer |
Mr. Lun Ho Yin |
9866 7497 |
|
ENVIRON Hong Kong Ltd (IEC) |
Independent Environmental Checker |
Mr David Yeung |
3743 0788 |
|
Mott MacDonald Hong Kong Ltd. (ET) |
ET Team Leader |
Ms Florence Yuen |
2828 5768 |
Appendix C. Action and Limit Levels for Construction Phase |
Air Quality
Action and Limit Levels for 24-hour TSP
|
Monitoring Station |
Action Level (mg/m3) |
Limit Level (mg/m3) |
|
ASR1 |
226 |
260 |
|
ASR2A |
213 |
260 |
|
ASR3 |
205 |
260 |
|
ASR4 |
237 |
260 |
Action and Limit Levels for 1-hour TSP
|
Monitoring Station |
Action Level (mg/m3) |
Limit Level (mg/m3) |
|
ASR1 |
378 |
500 |
|
ASR2A |
357 |
500 |
|
ASR3 |
358 |
500 |
|
ASR4 |
372 |
500 |
Noise
Action and Limit Levels for Construction Noise
|
Time Period |
Action Level |
Limit Level |
|
NSR1, NSR3, NSR5, NSR7 |
||
|
0700 1900 hours on normal weekdays |
When one documented complaint is received from any one of the sensitive receivers |
75 dB(A) |
Water Quality
Action and Limit Levels for Water Quality
|
Parameters |
DO in mg/L |
Turbidity in NTU |
SS in mg/L |
pH |
||||
|
|
Action Level |
Limit Level |
Action Level |
Action Level |
Action Level |
Limit Level |
Action Level |
Limit Level |
|
MP1 |
1.23 |
1.17 |
173 |
177 |
231 |
299 |
< 5.5 or > 7.5 |
< 4.0 or > 8.0 |
|
MP2 |
1.04 |
0.89 |
132 |
163 |
170 |
209 |
||
|
MP3 |
6.85 |
6.65 |
64 |
67 |
65 |
66 |
||
|
MP4 |
3.91 |
3.82 |
60 |
64 |
50 |
53 |
||
|
MP5 |
4.13 |
3.87 |
81 |
84 |
66 |
69 |
||
|
MP6 |
4.61 |
4.52 |
94 |
96 |
75 |
75 |
||
Appendix D. Event and Action Plan for Air Quality, Noise, Water Quality, Ecology and Landscape & Visual |
Air Quality
|
Event |
Action |
|||
|
ET Leader |
IEC |
ER |
Contractor |
|
|
Action Level |
|
|
|
|
|
1. Exceedance for one sample |
1. Identify source, investigate the causes of exceedance and propose remedial measures. 2. Inform IEC and ER. 3. Repeat measurement to confirm finding. 4. Increase monitoring frequency to daily. |
1. Check monitoring data submitted by ET. 2. Check Contractors working method. |
1. Notify Contractor. |
1. Rectify any unacceptable practice. 2. Amend working methods if appropriate. |
|
2. Exceedance for two or more consecutive samples
|
1. Identify the source. 2. Inform IEC and ER. 3. Advise ER on the effectiveness of the proposed remedial measures 4. Repeat measurements to confirm findings. 5. Increase monitoring frequency to daily. 6. Discuss with IEC and the Contractor on remedial actions required. 7. If exceedance continues, arrange meeting with IEC and ER. 8. If exceedance stops, cease additional monitoring. |
1. Check monitoring data submitted by ET. 2. Check the Contractors working method. 3. Discuss with ET Leader and the Contractor on possible remedial measures. 4. Advise ER on the effectiveness of the proposed remedial measures. 5. Supervise implementation of remedial measures. |
1. Confirm receipt of notification of exceedance in writing. 2. Notify the Contractor. 3. Ensure remedial measures properly implemented. |
1. Submit proposals for remedial actions to IEC within 3 working days of notification. 2. Implement the agreed proposals. 3. Amend proposal if appropriate. |
|
Limit Level |
|
|
|
|
|
1. Exceedance for one sample |
1. Identify source, investigate the causes of exceedance and propose remedial measures. 2. Inform ER and EPD. 3. Repeat measurement to confirm finding. 4. Increase monitoring frequency to daily. 5. Assess effectiveness of Contractors remedial actions and keep IEC, EPD and ER informed of the results. |
1. Check monitoring data submitted by ET. 2. Check the Contractors working method. 3. Discuss with ET Leader and the Contractor on possible remedial measures. 4. Advise ER on the effectiveness of the proposed remedial measures. 5. Supervise implementation of remedial measures. |
1. Confirm receipt of notification of exceedance in writing. 2. Notify the Contractor. 3. Ensure remedial measures properly implemented. |
1. Take immediate action to avoid further exceedance. 2. Submit proposals for remedial actions to IEC within 3 working days of notification. 3. Implement the agreed proposals. 4. Amend proposal if appropriate. |
|
2. Exceedance for two or more consecutive samples |
1. Notify IEC, ER, EPD and the Contractor. 2. Identify the source. 3. Repeat measurements to confirm findings. 4. Increase monitoring frequency to daily. 5. Carry out analysis of the Contractors working procedures to determine possible mitigation to be implemented. 6. Arrange meeting IEC and ER to discuss the remedial actions to be taken. 7. Assess effectiveness of the Contractors remedial actions and keep IEC, EPD and ER informed of the results. 8. If exceedance stops, cease additional monitoring. |
1. Discuss amongst ER, ET Leader and the Contractor on the potential remedial actions. 2. Review the Contractors remedial actions whenever necessary and advise ER accordingly. 3. Supervise the implementation of remedial measures. |
1. Confirm receipt of notification of exceedance in writing. 2. Notify the Contractor. 3. In consultation with IEC, agree with the remedial measures to be implemented. 4. Ensure remedial measures are properly implemented. 5. If exceedance continues, consider what activity of the work is responsible and instruct the Contractor to stop that activity of work until the exceedance is abated. |
1. Take immediate action to avoid further exceedance. 2. Submit proposals for remedial actions to IEC within 3 working days of notification. 3. Implement the agreed proposals. 4. Resubmit proposals if problem still not under control. 5. Stop the relevant activity of works as determined by ER until the exceedance is abated. |
Construction Noise
|
Event |
Action |
|||
|
ET Leader |
IEC |
ER |
Contractor |
|
|
Action Level |
1. Notify IEC and the Contractor. 2. Carry out investigation. 3. Report the results of investigation to IEC and the Contractor. 4. Discuss with the Contractor and formulate remedial measures. 5. Increase monitoring frequency to check mitigation measures. |
1. Review with analysed results submitted by ET. 2. Review the proposed remedial measures by the Contractor and advise ER accordingly. 3. Supervise the implement of remedial measures. |
1. Confirm receipt of notification of exceedance in writing. 2. Notify the Contractor. 3. Require the Contractor to propose remedial measures for the analysed noise problem. 4. Ensure remedial measures are properly implemented. |
1. Submit noise mitigation proposals to IEC. 2. Implement noise mitigation proposals. |
|
Limit Level |
1. Identify the source. 2. Notify IEC, ER, EPD and the Contractor. 3. Repeat measurement to confirm findings. 4. Increase monitoring frequency. 5. Carry out analysis of Contractors working procedures to determine possible mitigation to be implemented. 6. Inform IEC, ER, and EPD the causes & actions taken for the exceedances. 7. Assess effectiveness of the Contractors remedial actions and keep IEC, EPD and ER informed of the results. 8. If exceedance stops, cease additional monitoring. |
1. Discuss amongst ER, ET Leader and the Contractor on the potential remedial actions. 2. Review the Contractors remedial actions whenever necessary to assure their effectiveness and advise ER accordingly. 3. Supervise the implementation of remedial measures. |
1. Confirm receipt of notification of exceedance in writing. 2. Notify the Contractor. 3. Require the Contractor to propose remedial measures for the analysed noise problem. 4. Ensure remedial measures are properly implemented. 5. If exceedance continues, consider what activity of the work is responsible and instruct the Contractor to stop that activity of work until the exceedance is abated. |
1. Take immediate action to avoid further exceedance. 2. Submit proposals for remedial actions to IEC within 3 working days of notification. 3. Implement the agreed proposals. 4. Resubmit proposals if problem still not under control. 5. Stop the relevant activity of works as determined by the ER until the exceedance is abated. |
Water Quality
|
Event |
Action |
|||
|
ET Leader |
IEC |
ER |
Contractor |
|
|
Action Level |
|
|
|
|
|
1. Exceedance for one sample |
1. Repeat in-situ measurement to confirm finding; 2. Identify source(s) of impact; 3. Inform IEC and Contractor; 4. Check monitoring data, all plant, equipment and Contractors working methods; 5. Discuss mitigation measures with IEC and Contractor; and 6. Repeat measurement on next day of exceedance. |
1. Discuss with ET and Contractor on the mitigation measures; 2. Review proposals on mitigation measures submitted by Contractor and advise the ER accordingly; and 3. Assess the effectiveness of the implemented mitigation measures.
|
1. Discuss with IEC on the proposed mitigation measures; and 2. Make agreement on the mitigation measures to be implemented.
|
1. Inform the ER and confirm notification of the non-compliance in writing; 2. Rectify unacceptable practice; 3. Check all plant and equipment; 4. Consider changes of working methods; 5. Discuss with ET and IEC and propose mitigation measures to IEC and ER; and 6. Implement the agreed mitigation measures. |
|
2. Exceedance for two or more consecutive samples
|
1. Repeat in-situ measurement to confirm finding; 2. Identify source(s) of impact; 3. Inform IEC and Contractor; 4. Check monitoring data, all plant, equipment and Contractors working methods; 5. Discuss mitigation measures with IEC and Contractor; 6. Ensure mitigation measures are implemented; 7. Prepare to increase the monitoring frequency to daily; and 8. Repeat measurement on next day of exceedance. |
1. Discuss with ET and Contractor on the mitigation measures; 2. Review proposals on mitigation measures submitted by Contractor and advise the ER accordingly; and 3. Assess the effectiveness of the implemented mitigation measures.
|
1. Discuss with IEC on the proposed mitigation measures; 2. Make agreement on the mitigation measures to be implemented; and 3. Assess the effectiveness of the implemented mitigation measures. |
1. Inform the Engineer and confirm notification of the non-compliance in writing; 2. Rectify unacceptable practice; 3. Check all plant and equipment; 4. Consider changes of working methods; 5. Discuss with ET and IEC and propose mitigation measures to IEC and ER within 3 working days; and 6. Implement the agreed mitigation measures. |
|
Limit Level |
|
|
|
|
|
1. Exceedance for one sample |
1. Repeat in-situ measurement to confirm finding; 2. Identify source(s) of impact; 3. Inform IEC, Contractor and EPD; 4. Check monitoring data, all plant, equipment and Contractors working methods; 5. Discuss mitigation measures with IEC, ER and Contractor; 6. Ensure mitigation measures are implemented; and 7. Increase the monitoring frequency to daily until no exceedance of Limit level. |
1. Discuss with ET and Contractor on the mitigation measures; 2. Review proposals on mitigation measures submitted by Contractor and advise the ER accordingly; and 3. Assess the effectiveness of the implemented mitigation measures.
|
1. Discuss with IEC, ET and Contractor on the proposed mitigation measures; and 2. Request Contractor to critically review the working methods; 3. Make agreement on the mitigation measures to be implemented; and 4. Assess the effectiveness of the implemented mitigation measures. |
1. Inform the Engineer and confirm notification of the non-compliance in writing; 2. Rectify unacceptable practice; 3. Check all plant and equipment; 4. Consider changes of working methods; 5. Discuss with ET and IEC and ER and propose mitigation measures to IEC and ER within 3 working days; and 6. Implement the agreed mitigation measures. |
|
2. Exceedance for two or more consecutive samples |
1. Repeat in-situ measurement to confirm finding; 2. Identify source(s) of impact; 3. Inform IEC, Contractor and EPD; 4. Check monitoring data, all plant, equipment and Contractors working methods; 5. Discuss mitigation measures with IEC, ER and Contractor; 6. Ensure mitigation measures are implemented; and 7. Increase the monitoring frequency to daily until no exceedance of Limit level for two consecutive days. |
1. Discuss with ET and Contractor on the mitigation measures; 2. Review proposals on mitigation measures submitted by Contractor and advise the ER accordingly; and 3. Assess the effectiveness of the implemented mitigation measures.
|
1. Discuss with IEC, ET and Contractor on the proposed mitigation measures; and 2. Request Contractor to critically review the working methods; 3. Make agreement on the mitigation measures to be implemented; 4. Assess the effectiveness of the implemented mitigation measures; and 5. Consider and instruct, if necessary, the Contractor to slow down or to stop all or part of the marine work until no exceedance of Limit Level. |
1. Inform the ER and confirm notification of the non-compliance in writing; 2. Rectify unacceptable practice; 3. Check all plant and equipment; 4. Consider changes of working methods; 5. Discuss with ET and IEC and ER and propose mitigation measures to IEC and ER within 3 working days; 6. Implement the agreed mitigation measures; and 7. As directed by the Engineer, to slow down or to stop all or part of the marine work or construction activities.
|
Appendix E. Calibration certificates |
Appendix F. Graphical plots of the monitoring results |
Appendix G. Weather conditions during the monitoring period |
Appendix H. Ecological Monitoring conducted |
|
Jul 2011 |
1 |
2 |
3 |
4 |
5 |
6 |
7 |
8 |
9 |
10 |
11 |
12 |
13 |
14 |
15 |
|
Mammals |
|
|
|
|
ü |
ü |
|
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|
|
ü |
|
|
|
Birds |
|
|
|
|
|
ü |
|
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|
ü |
|
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|
Herpetofauna |
|
|
|
|
ü |
|
|
|
|
|
|
|
ü |
|
|
|
Dragonflies & butterflies |
|
|
|
|
ü |
|
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|
|
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|
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|
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|
Water Quality |
|
|
|
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|
Inspection Visits |
|
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ü |
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ü |
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|
Jul 2011 |
16 |
17 |
18 |
19 |
20 |
21 |
22 |
23 |
24 |
25 |
26 |
27 |
28 |
29 |
30 |
31 |
|
Mammals |
|
|
ü |
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|
ü |
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ü |
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Birds |
|
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ü |
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ü |
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Herpetofauna |
|
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ü |
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ü |
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Dragonflies & butterflies |
|
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ü |
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Water Quality |
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ü |
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Inspection Visits |
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ü |
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ü |
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|
Note:
* Light grey cells indicated public holidays, Saturdays or Sundays.
Appendix I. Summary of Bird Surveys conducted |
Table I1. Summary of bird species recorded in the Survey Area (excluding the WRA)
|
Species Name |
Scientific Name |
Conservation Status (2) |
Jul 2011 |
|
|
Occurrence(3) |
Mean(4) |
|||
|
Little Grebe |
Tachybaptus ruficollis |
LC, (1) |
4 |
3.8 |
|
Great Egret |
Egretta alba |
PRC, (1) |
4 |
8.0 |
|
Little Egret |
Egretta garzetta |
PRC, (1) |
4 |
17.3 |
|
Chinese Pond Heron |
Ardeola bacchus |
PRC, (1) |
4 |
15.0 |
|
Black-crowned Night Heron |
Nycticorax nycticorax |
LC, (1) |
1 |
0.5 |
|
Black Kite |
Milvus migrans |
(RC) |
1 |
0.5 |
|
White-breasted Waterhen |
Amaurornis phoenicurus |
(1) |
2 |
1.0 |
|
Little Ringed Plover |
Charadrius dubius |
LC, (1) |
1 |
0.3 |
|
Common Sandpiper |
Actitis hypoleucos |
(1) |
1 |
0.3 |
|
Common Kingfisher |
Alcedoatthis |
(1) |
4 |
1.8 |
|
White-throated Kingfisher |
Halcyon smyrnensis |
(LC) |
2 |
0.5 |
|
White-shouldered Starling |
Sturnussinensis |
(LC) |
4 |
3.8 |
|
Collared Crow |
Corvus torquatus |
LC, NT |
3 |
0.8 |
|
No. of Species Recorded |
13 |
|||
(1) indicates wetland-dependant or wetland-associated species.
(2) Conservation status follows that of Fellowes et al. (2002) and BirdLife International listing (2010).
(3) indicates number of surveys recorded within the reporting period.
(4) refers to the mean number of individuals recorded in each survey in the Survey Area (excluding the WRA).
Table I2. Summary of bird monitoring in the WRA
|
Species Name |
Scientific Name |
Conservation Status (2) |
Jul 2011 |
|
|
Occurrence(3) |
Mean(4) |
|||
|
Little Grebe |
Tachybaptus ruficollis |
LC, (1) |
3 |
1.0 |
|
Great Egret |
Egretta alba |
PRC, (1) |
1 |
0.3 |
|
Little Egret |
Egretta garzetta |
PRC, (1) |
1 |
0.3 |
|
Cattle Egret |
Bubulcus ibis |
(LC), (1) |
3 |
11.8 |
|
Chinese Pond Heron |
Ardeola bacchus |
PRC, (1) |
2 |
1.5 |
|
White-breasted Waterhen |
Amaurornis phoenicurus |
(1) |
3 |
1.3 |
|
Green Sandpiper |
Tringa ochropus |
LC, (1) |
1 |
0.3 |
|
Common Kingfisher |
Alcedoatthis |
(1) |
1 |
0.3 |
|
Zitting Cisticola |
Cisticola juncidis |
LC |
3 |
1.0 |
|
White-shouldered Starling |
Sturnus sinensis |
(LC) |
1 |
0.5 |
|
No. of Species Recorded |
10 |
|||
(1) indicates wetland-dependant or wetland-associated species.
(2) Conservation status follows that of Fellowes et al. (2002) and BirdLife International listing (2010).
(3) indicates number of surveys recorded within the reporting period.
(4) refers to the mean number of individuals recorded in each survey in the WRA
.
Appendix J. Summary of Herpetofauna, and Insects Surveys conducted |
Table J1. Summary of herpetofauna monitoring in the Survey Area (excluding the WRA)
|
Species Name |
Scientific Name |
Conservation Status(1) |
Jul 2011 |
||
|
Occurrence(2) |
Mean(3) |
||||
|
Amphibian |
|
|
2 |
||
|
Asian Common Toad |
Bufo melanostictus |
- |
1 |
2.5 |
|
|
Günther's Frog |
Rana guentheri |
- |
2 |
2.0 |
|
|
Reptile |
|
|
1 |
||
|
Checkered Keelback |
Xenochrophis piscator |
- |
1 |
1 |
|
(1) Conservation status follows that of Fellowes et al. (2002), Chan et al. (2005) and Karsen et al. (1998).
(2) indicates number of surveys recorded within the reporting period.
(3) refers to the mean number of individuals recorded in each survey in the survey (excluding the WRA).
Table J2. Summary of herpetofauna monitoring in the WRA
|
Species Name |
Scientific Name |
Conservation Status(1) |
Jul 2011 |
|
|
Occurrence(2) |
Mean(3) |
|||
|
Amphibian |
|
|
2 |
|
|
Paddy Frog |
Fejervarya limnocharis |
- |
1 |
1.0 |
|
Günther's Frog |
Rana guentheri |
- |
2 |
2.5 |
|
Reptile |
|
|
1 |
|
|
Bowrings Gecko |
Hemidactylus bowringii |
- |
1 |
1.0 |
(1) Conservation status follows that of Fellowes et al. (2002), Chan et al. (2005) and Karsen et al. (1998).
(2) indicates number of surveys recorded within the reporting period.
(3) refers to the mean number of individuals recorded in each survey in the WRA.
Table J3. Summary of mammal monitoring in the Survey Area (excluding the WRA)
|
Species Name |
Scientific Name |
Conservation Status(1) |
Jul 2011 |
|
|
Occurrence(2) |
Mean(3) |
|||
|
Mammal |
|
|
1 |
|
|
Rattus sp. |
Rattus sp. |
- |
1 |
1.0 |
|
(No Records in Jul 2011) |
||||
(1) Conservation status follows that of Fellowes et al. (2002) and Shek (2006).
(2) indicates number of surveys recorded within the reporting period.
(3) refers to the mean number of individuals recorded in each survey in the survey (excluding the WRA).
Table J4. Summary of mammal monitoring in the WRA
|
Species Name |
Scientific Name |
Conservation Status(1) |
Jul 2011 |
|
Mammal |
|
|
|
|
(No Records in Jul 2011) |
|||
(1) Conservation status follows that of Fellowes et al. (2002) and Shek (2006).
Table J5. Summary of dragonfly and butterfly monitoring in the Survey Area (excluding the WRA)
|
Common Name |
Scientific Name |
Conservation Status(1) |
Jul 2011 |
|||||
|
Occurrence(2) |
Mean(3) |
|||||||
|
Odonate |
No. of Species Recorded |
9 |
||||||
|
Common Bluetail |
Aschnura senegalensis |
- |
1 |
5.0 |
||||
|
Common Flangetail |
Ictinogomphus pertinax |
- |
2 |
1.5 |
||||
|
Golden Flangetail |
Sinictinogomphus clavatus |
- |
1 |
1.0 |
||||
|
Asian Amberwing |
Brachythemis contaminata |
- |
2 |
22.5 |
||||
|
Crimson Darter |
Crocothemis servilia |
- |
1 |
3.0 |
||||
|
Coastal Glider |
Macrodiplax cora |
LC |
2 |
8.0 |
||||
|
Green Skimmer |
Orthetrum sabina |
- |
2 |
4.5 |
||||
|
Wandering Glider |
Pantala flavescens |
- |
1 |
1.0 |
||||
|
Variegated Flutterer |
Rhyothemis variegata |
- |
2 |
6.0 |
||||
|
Butterfly |
No. of Species Recorded |
9 |
||||||
|
Tailed Jay |
Graphium agamemnon |
- |
1 |
1.0 |
||||
|
Swallowtail |
Papilio xuthus |
- |
1 |
0.5 |
||||
|
Common Mormon |
Papilio polytes |
- |
2 |
1.0 |
||||
|
Mottled Emigrant |
Catopsilia pyranthe |
- |
2 |
1.0 |
||||
|
Lemon Emigrant |
Catopsilia pomona |
- |
1 |
1.0 |
||||
|
Common Grass Yellow |
Eurema hecabe |
- |
2 |
1.0 |
||||
|
Pale Grass Blue |
Zizeeria maha |
- |
2 |
1.0 |
||||
|
Angled Castor |
Ariadne ariadne |
- |
1 |
0.5 |
||||
|
Common Tiger |
Danaus genutia |
- |
1 |
1.0 |
||||
(1) Conservation status follows that of Fellowes et al. (2002), Lo & Hui (2004), Wilson (2004) and Young & Yiu (2002).
(2) indicates number of surveys recorded within the reporting period.
(3) refers to the mean number of individuals recorded in each survey in the survey (excluding the WRA).
Table J6. Summary of dragonfly and butterfly monitoring in the WRA
|
Common Name |
Scientific Name |
Conservation Status(1) |
Jul 2011 |
|||||
|
Occurrence(2) |
Mean(3) |
|||||||
|
Odonate |
No. of Species Recorded |
12 |
||||||
|
Common Bluetail |
Aschnura senegalensis |
- |
2 |
3.5 |
||||
|
Common Flangetail |
Ictinogomphus pertinax |
- |
2 |
3.0 |
||||
|
Pale-spotted Emperor |
Anax guttatus |
- |
1 |
1.0 |
||||
|
Regal Pond Cruiser |
Epophthalmia elegans |
|
1 |
1.0 |
||||
|
Asian Amberwing |
Brachythemis contaminata |
- |
2 |
8.0 |
||||
|
Crimson Darter |
Crocothemis servilia |
- |
2 |
4.0 |
||||
|
Coastal Glider |
Macrodiplax cora |
LC |
2 |
3.0 |
||||
|
Pied Percher |
Neurothemis tullia |
- |
2 |
10.0 |
||||
|
Green Skimmer |
Orthetrum sabina |
- |
2 |
14.0 |
||||
|
Wandering Glider |
Pantala flavescens |
- |
2 |
3.0 |
||||
|
Variegated Flutterer |
Rhyothemis variegata |
- |
2 |
19.0 |
||||
|
Saddlebag Glider |
Tramea virginia |
- |
2 |
10.0 |
||||
|
Butterfly |
No. of Species Recorded |
2 |
||||||
|
Common Grass Yellow |
Eurema hecabe |
- |
1 |
5.0 |
||||
|
Common Evening Brown |
Melanitis leda |
- |
1 |
2.0 |
||||
(1) Conservation status follows that of Fellowes et al. (2002), Lo & Hui (2004), Wilson (2004) and Young & Yiu (2002).
(2) indicates number of surveys recorded within the reporting period.
(3) refers to the mean number of individuals recorded in each survey in the WRA.
Table K1. Water quality at WRA in July 2011
|
Cell No. |
Temp. (°C) |
pH |
Salinity (ppt) |
DO (mg/L) |
|
1 |
31.7 |
7.03 |
1.64 |
1.59 |
|
2 |
32.3 |
7.57 |
1.89 |
1.19 |
|
3 |
32.4 |
7.42 |
1.85 |
2.12 |
|
4 |
32.9 |
7.11 |
2.02 |
4.57 |
Note:
Values highlighted in bold indicate that action level is reached; whereas values in bold and underline indicate that limit level is reached.
Table L1. Summary of fish stocking at WRA on 22 July 2011
|
Species/Cell No. |
Cell 1 |
Cell 2 |
Cell 3 |
Cell 4 |
Total |
|
Grass Carp (individuals) |
25 |
25 |
25 |
25 |
100 |
|
Macrobrachium Shrimp (kg) |
8.5 |
10.9 |
10.9 |
10.9 |
41.2 |
|
Mosquito Fish (kg) |
5.8 |
6.1 |
6.1 |
6.1 |
24.1 |