EVENT |
ACTION |
|||
ET leader |
IEC |
ER |
Contractor |
|
ACTION LEVEL |
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1. Exceedance for one sample |
1. Identify source 2. Inform IEC, ER and Contractor 3. Repeat measurement to confirm findings 4. Increase monitoring frequency to daily |
1. Check monitoring data submitted by ET leader 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 source 2. Inform IEC, ER and Contractor 3. Repeat measurement to confirm findings 4. Increase monitoring frequency to daily 5. Discuss with IEC, Contractor and ER on remedial actions required 6. If exceedance continue, arrange meeting with IEC, ER and Contractor 7. If exceedance stops, cease additional monitoring |
1. Checking monitoring data submitted by ET leader. 2. Check Contractors working method 3. Discuss with ET leader and Contractor on possible remedial measures 4. Advise the ER on the effectiveness of the proposed remedial measures 5. Supervise implementation of remedial measures |
1. Confirm receipt of notification of failure in writing 2. Notify Contractor 3. Ensure remedial measures properly implemented |
1. Submit proposals for remedial actions to IEC and ER within 3 working days of notification 2. Implement the agreed proposals 3. Amend proposal if appropriate |
LIMIT LEVEL |
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1. Exceedance for one sample |
1. Identify source 2. Inform IEC, ER, EPD and Contractor 3. Repeat measurement to confirm findings 4. Increase monitoring frequency to daily 5. Assess effectiveness of Contractors remedial actions and kept IEC, EPD and ER informed of the results |
1. Check monitoring data submitted by ET leader 2. Check Contractors working method 3. Discuss with ET leader and Contractor on possible remedial measures 4. Advise the ER on the effectiveness of the proposed remedial measures 5. Audit implementation of remedial measures |
1. Confirm receipt of notification of failure in writing 2. Notify Contractor 3. Ensure remedial measures properly implemented |
1. Take immediate action to avoid for the exceedance 2. Submit proposals for remedial actions to IEC and ER within 3 working days of notification 3. Amend proposal if appropriate |
2. Exceedance for two or more consecutive samples |
1. Notify IEC, ER, Contractor and EPD 2. Identify source 3. Repeat measurement to confirm findings 4. Increase monitoring frequency to daily 5. Carry out analysis of Contractors working procedures to determine possible mitigation to be implemented 6. Arrange meeting with IEC, Contractor and ER to discuss the remedial actions to be taken 7. Assess effectiveness of 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 Contractor on the potential remedial actions 2. Review Contractors remedial actions whenever necessary to assure their effectiveness and advise the ER accordingly 3. Audit the implementation of remedial measures |
1. Confirm receipt of notification of failure in writing 2. Notify Contractor 3. In consultation with IEC, agree with the Contractor on the remedial measures to be implemented 4. Ensure remedial measures properly implemented 5. If exceedance continues, consider what portion of the work is responsible and instruct the Contractor to stop that portion of work until the exceedance is abated. |
1. Take immediate action to avoid for the exceedance 2. Submit proposals for remedial actions to IEC and ER within 3 working days of notification 3. Implement the agreed proposals 4. Resubmit proposals if problem still not under control 5. Stop the relevant portion of works as determined by the ER until the exceedance is abate. |
2.9 | Dust Mitigation Measures | |||||||||||||
2.9.1 | In order to comply with Air Pollution
Control Ordinance (APCO), the Contractor should at all times prevent dust
nuisance as a results of his activities. The Contractors are required to
follow all the requirements for dust control stipulated in the Air Pollution
Control (Construction Dust) Regulation. Site formation works are likely
to cause short-term unacceptable dust impacts on all of the representative
ASRs close to the Project development. Therefore, dust suppression measures,
such as regular watering the exposed area and haulage pavement, should be
installed as part of good construction practice, and they should be incorporated
in the Contract Specification and implemented to minimize dust nuisance
to within acceptable levels arising from the works. Measures which are employed
to minimize impacts on sensitive receivers in the Study Area are also relevant
for the protection of ecologically sensitive areas.Other dust suppression
measures are highlighted below:
(i) The Contractor shall observe and comply with the Air Pollution Control Ordinance and its subsidiary regulations, particularly the Air Pollution Control (Construction Dust) Regulation. (ii) The Contractor shall undertake at all times to prevent dust nuisance as a result of his activities. Effective dust suppression measures should be employed to ensure that the air quality, at the boundary of his site and at any ASRs, complies with the Hong Kong Air Quality Objectives. (iii) The Contractor shall ensure that there will be adequate water supply / storage for dust suppression purposes. (iv) The Contractor shall frequently clean and water the site to minimize fugitive dust emissions. (v) Effective water sprays shall be used during the delivery and handling of aggregate, and other similar materials, when dust is likely to be created and to dampen all stored materials during dry and windy weather. (vi) Watering of exposed surfaces shall be exercised as often as possible depending on the circumstance. (vii) Areas within the site where there is a regular movement of vehicles must be regularly watered. (viii) Where dusty materials are being discharged to vehicle from a conveying system at a fixed transfer point, a three-sided roofed enclosure with a flexible curtain across the entry shall be provided. Exhausted fans shall be provided for this enclosure and vented to a suitable fabric filter system. (ix) The Contractor shall restricted all motorized vehicles within the
site, excluding those on public roads, to a maximum speed of 15 km per
hour and confine haulage and delivery vehicles to designated roadways
inside the site. (xi) The Contractor shall devise, arrange methods of working and carrying out the works in such a manner so as to minimize dust impacts on the surrounding environment, and shall provide experienced personnel with suitable training to ensure that these methods are implemented. (xii) All site vehicles' exhausts should be directed vertically upwards or directed away from the ground. (xiii) Any stockpile of dusty material shall be either: (a) covered entirely
by impervious sheeting; (b) placed in area sheltered on the top and the
three sides; or (c) sprayed with water or a dust suppression chemical
so as to maintain the entire surface wet. |
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2.9.2 | An implementation schedule for these measures is identified in Appendix A. | |||||||||||||
2.9.3 |
If the above measures are not sufficient to restore the air quality to acceptable levels upon the advice of ET Leader, the Contractor shall liaise with the ET Leader on some other mitigation measures, propose to ER for approval, and implement the mitigation measures. |
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3. |
NOISE |
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3.1 |
Introduction |
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Construction Stage |
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3.1.1 |
The construction noise assessment shows that unmitigated noise levels might exceed EPD's recommended daytime construction noise level when construction activities occur in close proximity to Noise Sensitive Receivers (NSRs) or when several construction works occur simultaneously. |
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3.1.2 |
Without mitigation measures, exceedance of noise level is unavoidable because of the close proximity between the construction works and some of the NSRs. Adequate mitigation measures will be required for the construction works to meet the noise levels. |
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3.1.3 | The use of quiet plant and working methods, reducing the number of equipment, restricting the number of works and the use of temporary noise barriers to protect the closest residences and schools has been recommended and would be sufficient to reduce noise levels to compliance levels at the NSRs. | |||||||||||||
3.1.4 | Noise monitoring should be carried out at selected representative NSRs during the construction period to monitor compliance with the daytime noise levels for the construction activities being undertaken for the Whitehead development. Monitoring is also required to check the effectiveness of the recommended mitigation measures. Ad-hoc monitoring and audit should be carried out at other NSRs in case of complaints, and measures taken to ensure noise criteria are met as far as possible. | |||||||||||||
3.1.5 | Notwithstanding the monitoring and audit requirements in this EM&A Manual, the Contractor may be required to undertake additional noise monitoring by EPD in connection to Construction Noise Permit (CNP) application or to demonstrate compliance to Noise Control Ordinance (NCO). | |||||||||||||
Operation Stage | ||||||||||||||
3.1.6 |
Traffic noise impact assessment has predicted that the introduction of environmentally friendly layout design (such as setback, podium, and orientation) has resulted in noise compliance in majority of the planned NSRs within the development. |
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3.1.7 |
For the school development which exceeded the noise criteria, noise mitigation measures in the form of 3 m tall boundary wall have been proposed. |
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3.1.8 | No traffic noise barriers were proposed for the roads under this Project. | |||||||||||||
3.1.9 | A traffic noise monitoring programme is suggested during the operational phase of the Project. | |||||||||||||
3.2 | Noise Parameters | |||||||||||||
3.2.1 | The construction noise level shall be measured in terms of the A-weighted equivalent continuous sound pressure level (Leq). Leq(30 min) shall be used as the monitoring parameter for the time period between 0700-1900 hours on normal weekdays. For all other time periods, three consecutive Leq(5 min) shall be employed for comparison with the NCO criteria. | |||||||||||||
3.2.2 | As supplementary information for data auditing, statistical results such as L10 and L90 shall also be obtained for reference. A sample data record sheet is shown in Figure 3.1 for reference. | |||||||||||||
3.3 | Monitoring Equipment | |||||||||||||
3.3.1 | As referred to in the Technical Memorandum (TM) issued under NCO, sound level meters in compliance with the International Electrotechnical Commission Publications 651: 1979 (Type 1) and 804: 1985 (Type 1) specifications shall be used for carrying out the noise monitoring. Immediately prior to and following each noise measurement the accuracy of the sound level meter shall be checked using an acoustic calibrator generating a known sound pressure level at a known frequency. Measurements may be accepted as valid only if the calibration level from before and after the noise measurement agree to within 1.0dB. | |||||||||||||
3.3.2 |
Noise measurements should not be made in the presence of fog, rain, wind with a steady speed exceeding 5ms-1 or wind with gusts exceeding 10ms-1. The wind speed shall be checked with a portable wind speed meter capable of measuring the wind speed in m/s. |
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3.3.3 | The ET is responsible for the provision of the monitoring equipment. The ET shall ensure that sufficient noise measuring equipment and associated instrumentation are available for carrying out the baseline monitoring, regular impact monitoring and ad hoc monitoring. All the equipment and associated instrumentation shall be clearly labelled. | |||||||||||||
3.4 |
Construction Noise Monitoring Locations |
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3.4.1 | The construction noise monitoring locations are shown in Table 3.1 and Figure 3.2. The status and locations of noise sensitive receivers may change after issuing this manual. If such cases exist, the ET shall propose updated monitoring locations and seek approval from ER and agreement from EPD of the proposal. | |||||||||||||
Table 3.1 Location of Construction Noise Monitoring Stations | ||||||||||||||
|
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3.4.2 | When alternative monitoring locations
are proposed, the monitoring locations should be chosen based on the following
criteria:
(a) at locations close to the major site activities which are likely to have noise impacts; (b) close to the noise sensitive receivers (N.B. For the purposes of this section, any domestic premises, hotel, hostel, temporary housing accommodation, hospital, medical clinic, educational institution, place of public worship, library, court of law, performing art centre should be considered as noise sensitive receiver); and (c) for monitoring locations located in the vicinity of the sensitive
receivers, care should be taken to cause minimal disturbance to the occupants
during monitoring. |
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3.4.3 | The monitoring station shall normally be at a point 1m from the exterior of the sensitive receivers building facade and be at a position 1.2 m above the ground. If there is problem with access to the normal monitoring position, an alternative position may be chosen, and a correction to the measurements shall be made. For reference, a correction of +3 dB(A) shall be made to the free field measurements. | |||||||||||||
3.4.4 | The ET Leader shall agree with the ER on the monitoring position and the corrections adopted. Once the positions for the monitoring stations are chosen, the baseline monitoring and the impact monitoring shall be carried out at the same positions. | |||||||||||||
3.5 | Baseline Monitoring | |||||||||||||
3.5.1 |
Baseline monitoring should be conducted using a sound level meter and data logger at all designated noise monitoring station as shown in Tables 3.1. |
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3.5.2 |
At each location, baseline noise levels should be measured prior to construction of the project over two consecutive 7-day calendar week following the methodology stated in Sections 3.2 to 3.4. Leq(30 min) measurement for hours between 0700-1900, and Leq(5 min) measurement between 1900 - 0700 shall be taken. The measurements should be computed from consecutive Leq(5 min) readings taken throughout each 24 hours period. |
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3.5.3 |
The survey period should be selected prior to the commencement of construction activities in order to avoid other typical noise sources. The proper functioning of the logger shall be ensured during the monitoring period, and as a minimum, the equipment shall be inspected for a period of not less that one hour every two days to ensure its continued operation and to detail specific noise sources audible at the monitoring location. The calibration of the logger kit shall be as recommended by the manufacturer. Measurements shall be recorded to the nearest 0.1 dB. |
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3.5.4 | There shall not be any construction activities in the vicinity of the stations during the baseline monitoring. | |||||||||||||
3.5.5 | In exceptional cases, when insufficient baseline monitoring data or questionable results are obtained, the ET leader should liaise with EPD to agree on an appropriate set of data to be used as a baseline reference. | |||||||||||||
3.6 | Impact Monitoring | |||||||||||||
3.6.1 |
Impact monitoring shall be carried out at all the designated monitoring station in Table 3.1 during construction phase of the project. The regular monitoring frequency for each station on a basis of once every six days when noise generating activities are underway is as follows: (a) one set of Leq (30 min) as six consecutive Leq (5 min) between 0700-1900 hours on normal weekdays; (b) one set of Leq (15 min) as three consecutive Leq (5 min) between 1900-2300 hours if construction works is carried out during these hours; (c) one set of Leq (15 min) as three consecutive Leq (5 min) between 2300-0700 hours of next day if construction works is carried out during these hours; (d) one set of Leq (15 min) as three consecutive Leq (5 min) between 0700-1900 hours on holidays when construction works of this project is going on. |
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3.6.2 | If a school exists near the construction activity, noise monitoring shall be carried out at the monitoring stations for the schools during the school examination periods. The ET leader shall liaise with the school's personnel and the Examination Authority to ascertain the exact dates and times of all examination periods during the course of the contract. | |||||||||||||
3.6.3 | In case of non-compliance with the construction noise criteria, more frequent monitoring as specified in the Action Plan in Section 3.7 shall be carried out. This additional monitoring shall be continued until the recorded noise levels are rectified or proved to be irrelevant to the construction activities. | |||||||||||||
3.7 | Event and Action Plan for Construction Noise Monitoring | |||||||||||||
3.7.1 |
The Action and Limit levels for construction noise are defined in Table 3.2. |
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3.7.2 |
The Event/Action Plan in Table 3.3 for both restricted and unrestricted hours shall be carried out. |
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3.7.3 |
The Environmental Team (ET) is required to adjust the measured noise levels to edit out effects of background and extraneous noise levels based on the available baseline data before making comparisons with the Action and Limit levels. This will help to distinguish the background noise level (which may be different to the baseline) from the noise which could be contributed by the construction works. |
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3.7.4 | To achieve this, the baseline time level at that specific time should be subtracted from measured noise level. If the result indicates that the added noise above baseline contributes more than the Limit level, then this triggers the Limit level of the Event/Action Plan. The ET is required to investigate whether this is caused by the proposed development site activities or other extraneous noise sources. If the baseline levels are higher than the Limit levels, then any exceedance of the Limit level triggers investigation of the same. | |||||||||||||
Table 3.2 Action and Limit Levels for Construction Noise | ||||||||||||||
|
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* Reduced to 70 dB(A) for schools and
65 dB(A) during school examination periods.
** Limit levels given here are suggestive only, given that Local Control Division of EPD will reserve the right to determine appropriate Areas Sensitively Ratings and Limit levels in the form of CNP conditions on a case by case basis. *** For works carried out within Designated Areas during restricted hours, certain construction activities and equipment will be subject to this set of Acceptable Noise Levels and Limit Levels, rather than the other ones listed in this table, as defined in Technical Memorandum on Noise from Construction Work in Designated Areas. The Contractor shall obtain a copy of this memorandum for reference. |
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Table 3.3 Event/Action Plan for Construction Noise Monitoring |
EVENT |
ACTION |
|||
ET Leader |
IEC |
ER |
Contractor |
|
Action Level |
1. Notify IEC, Contractor and ER 2. Carry out investigation 3. Report the results of investigation to the IEC, Contractor and ER 4. Discuss with the Contractor and formulate remedial measures 5. Double monitoring frequency 6. Check compliance to Action/Limit Levels after application of mitigation measures |
1. Review the analysed results submitted by the ET leader 2. Review the proposed remedial measures by the Contractor and advise the ER accordingly 3. Review the implementation of remedial measures |
1. Confirm receipt of notification of complaint in writing 2. Notify Contractor 3. Require Contractor to propose remedial measures for the analysed noise problem 4. Ensure remedial measures are properly implemented |
1. Submit noise mitigation proposals to ER and IEC 2. Implement noise mitigation proposals |
Limit Level |
1. Notify IEC, ER, EPD and Contractor 2. Identify Source 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 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 Contractor on the potential remedial actions 2. Review remedial actions whenever necessary to assure their effectiveness and advise the ER accordingly 3. Audit the implementation of remedial measures |
1. Confirm receipt of notification of failure in writing 2. Notify Contractor 3. Require Contractor to propose remedial measures for the analysed noise problem 4. Ensure remedial measures are properly implemented 5. If exceedance continues, consider what portion of the work is responsible and instruct the Contractor to stop that portion of work until the exceedance is abated |
1. Take immediate action to avoid further exceedance 2. Submit proposals for remedial actions to within 3 working days of notification 3. Implement the agreed proposals 4. Resubmit proposals if problem still not under control 5. Stop the relevant portion of works as determined by the ER until the exceedance is abated |
3.8 | Noise Mitigation Measures | |||||||||||||||
3.8.1 | The predicted noise levels showed that construction works would give rise to adverse daytime noise impacts to some of the NSRs. Mitigation measures are required and the following types of mitigation measures are recommended. | |||||||||||||||
Use of Quiet Plant |
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3.8.2 | The use of quiet plant (also referred as silenced equipment) can provide significant reduction in noise level. Quiet plant is defined as PME whose actual sound power level is less than the value specified in the TM for the same piece of equipment. To allow the Contractor some flexibility to select equipment to suit his needs, it is considered too restrictive to specify which specific items of silenced equipment to be used for the construction operations. It should be noted that various types of silenced equipment can be found in Hong Kong and are readily available on the market. BS 5228 also provide examples of quiet construction plant and their sound power level. | |||||||||||||||
Use of Movable (Mobile) Barriers | ||||||||||||||||
3.8.3 | Movable (mobile) barriers can be used
to screen NSRs from particular items of plant or noisy operations. Movable
barriers of 3 to 5 m height with a small cantilevered upper portion and
skid footing can be located within a few metres of stationary plant (e.g.
generator, compressor) and within about 5 m or more of a mobile equipment
(e.g. excavator, mobile crane), such that the line of sight to the NSR is
blocked by the barriers. It would be possible for the Contractor to provide
purpose-built noise barriers or screens constructed of appropriate material
with a minimum superficial density of 15 kg/m2 located close to operating
equipment. Certain types of stationary equipment, such as generators and
compressors, can be completely screened by movable barriers giving a total
noise reduction of 10 dB(A) or more. |
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Use of Temporary Noise Screening Structures or Purpose-built Temporary Noise Barriers | ||||||||||||||||
3.8.4 | Since some of the NSRs close to the Project
area are typically low-rise village houses, it would be effective to have
noise screening structures or temporary noise barriers purposely-built along
the site boundary to provide additional protection to NSRs close to the
construction site. This could be in the form of purposely-built site hoarding
constructed from appropriate materials with a minimum superficial density
of 15 kg/m2. Merely using plywood would not be effective. The noise barrier
should have a vertical height of 3.5 m or above, have no gaps or opening
at joints. The Contractor should regularly inspect and maintain the noise
barrier to ensure its effectiveness. |
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Good Site Practices | ||||||||||||||||
3.8.5 | Potential construction noise impact can
also be minimized or avoided by imposing a combination of the following
good site practices:
(a) Noisy equipment and activities should be sited by the Contractor as far from close-proximity sensitive receivers as practical. Prolonged operation of noisy equipment close to dwellings should be avoided. (b) The Contractor should minimise construction noise exposure to the schools (especially during examination periods) as much as possible. The Contractor should liaise with the school and the Examination Authority to ascertain the exact dates and times of all examination periods during the course of the contract and to avoid noisy activities during these periods. (c) Noisy plant or processes should be replaced by quieter alternatives where possible. Silenced diesel and gasoline generators and power units, as well as silenced and super-silenced air compressors, can be readily obtained. (d) Noisy activities should be scheduled to minimise exposure of nearby sensitive receivers to high levels of construction noise. For example, noisy activities can be scheduled for midday, or at times coinciding with periods of high background noise (such as during peak traffic hours). (e) Idle equipment should be turned off or throttled down. Noisy equipment should be properly maintained and used no more often than is necessary. (f) The power units of non-electric stationary plant and earth-moving plant should be quietened by vibration isolation and partial or full acoustic enclosures for individual noise-generating components. (g) Construction activities should be planned so that parallel operation of several sets of equipment close to a given receiver is avoided, thus reducing the cumulative impacts between operations. The numbers of operating items of powered mechanical equipment should be minimised. Noise can be reduced by increasing the distance between the operating equipment and the NSRs or by reducing the number of items of equipment and / or construction activity in the area at any one time. (h) Construction plant should be properly maintained (well-greased, damage and worn parts promptly replaced) and operated. Construction equipment often has silencing measures built in or added on, e.g. bulldozer silencers, compressor panels, and mufflers. Silencing measures should be properly maintained and utilised. Where possible, rubber or damping materials should be introduced between metal panels to avoid rattle and reverberation of noise. (i) Equipment known to emit sound strongly in one direction, should where possible, be oriented so that the noise is directed away from nearby NSRs. (j) Material stockpiles and other structures (such as site offices) should be effectively utilised to shield construction noise. Noise can also be reduced by construction of temporary noise barriers which screen the lower floors from viewing the sites. Temporary noise barriers should be installed at active parts of construction areas where construction equipment is being operated in close proximity to NSRs. (k) The Contractor should devise, arrange methods of working and carry
out the works in such manner as to minimise noise impacts on the surrounding
environment, and should provide experienced personnel with suitable training
to ensure that these measures are implemented properly. |
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3.8.6 | An implementation schedule for these measures is identified in Appendix A. | |||||||||||||||
3.8.7 | If the above measures are not sufficient to restore the construction noise quality to an acceptable levels upon the advice of ET Leader, the Contractor shall liaise with the ET Leader on some other mitigation measures, propose to ER for approval, and carry out the mitigation measures. | |||||||||||||||
3.9 | Operational Traffic Noise Monitoring | |||||||||||||||
Introduction |
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3.9.1 |
As some of the noise sensitive receivers close to the proposed road will be exposed to traffic noise during the operational phase, a noise monitoring programme shall be developed to include noise measurements at noise sensitive receivers during the peak traffic hour. The programme shall be carried out by the Environmental Team (ET) to ensure that the traffic noise levels are comparable to those predicted in the Environmental Impact Assessment (EIA) under the full provision of the mitigation measures recommended. |
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Noise Parameters |
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3.9.2 | The traffic noise level shall be measured twice within the first year of the road opening. Measurements shall be made in terms of the A-weighted L10 over 3 half hour periods during the peak traffic hour, other metrics like Leq may be added as seen fit. A sample data record sheet is shown in the Figure 3.3 for reference. More details are listed below. | |||||||||||||||
Monitoring Equipment | ||||||||||||||||
3.9.3 | Sound level meters to be used shall be in compliance with the International Electrotechnical Commission Publications 651: 1979 (Type 1) and 804: 1985 (Type 1) specifications for carrying out the noise monitoring. Immediately prior to and following each noise measurement the accuracy of the sound level meter shall be checked using an acoustic calibrator generating a known sound pressure level at a known frequency. Measurements may be accepted as valid only if the calibration level from before and after the noise measurement agree to within 1.0 dB(A). | |||||||||||||||
3.9.4 |
Noise measurements should be made in accordance with standard acoustical principles and practices in relation to weather conditions. |
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3.9.5 | The ET Leader is responsible for the provision and maintenance of the monitoring equipment. He shall ensure that sufficient noise measuring equipment and associated instrumentation are available for carrying out the baseline monitoring, regular impact monitoring an ad hoc monitoring. All the equipment and associated instrumentation shall be clearly labelled. | |||||||||||||||
Monitoring Locations | ||||||||||||||||
3.9.6 | The operational noise monitoring locations are shown in Table 3.4 and Figure 3.4. The status and locations of noise sensitive receivers may change after issuing the Environmental Monitoring and Audit Manual. In such cases, the ET Leader shall propose updated monitoring locations and seek approval from the Engineer's Representative, and agreement from the Independent Environmental Checker (IEC) and EPD of the proposal. | |||||||||||||||
Table 3.4 Location of Operational Noise Monitoring Locations | ||||||||||||||||
|
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3.9.7 | The monitoring locations shall be selected
according to the following criteria :
(a) They should be at NSRs in the vicinity of recommended direct technical remedies; preferably, there should be one representative monitoring locations near each types of noise screening element (i.e. vertical barrier, cantilever barrier, enclosure, boundary wall, etc); (b) One high floor and one medium floor monitoring points should be chosen at each location as far as possible; and (c) Selected monitoring locations should enable monitoring to be done
twice within one year after implementation of the mitigation measures
during operation of the proposed road. |
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3.9.8 | When alternative monitoring locations
are proposed, the monitoring locations shall be chosen based on the following
criteria :
(a) alternative location shall be similarly exposed to potential noise impacts; (b) it shall be close to the noise sensitive receivers; and (c) shall be located so as to cause minimal disturbance to the occupants. |
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3.9.9 | The operational noise monitoring shall be carried out at a distance of 1 m from the openable window and 1.2 m above the floor level of the noise sensitive receivers identified. The ET Leader shall agree with the IEC on any necessary corrections adopted. | |||||||||||||||
Baseline Monitoring | ||||||||||||||||
3.9.10 |
No baseline operational noise monitoring is generally required. |
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Noise Monitoring |
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3.9.11 | Noise monitoring shall be carried out
at all the designated traffic noise monitoring stations. The following is
an initial guide on the traffic noise monitoring requirements during the
operational phase :
(a) one set of measurements at the morning traffic peak hour on normal weekdays; (b) one set of measurements at the evening traffic peak hour on normal weekdays; (c) a concurrent census of traffic flow and percentage heavy vehicle shall be obtained for far-side and near-side of the road and the existing road network in the vicinity of each measuring point; (d) average vehicle speed estimated for far-side and near-side of the road and the existing road network in the vicinity of each measuring point; and (e) the two sets of monitoring data should be obtained within the first year of operation. |
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3.9.12 | Measured noise levels should be compared with predicted noise levels by applying appropriate conversion corrections to allow for the traffic conditions at the time of measurement. Figure 3.3 shows a sample data record sheet for operational noise monitoring. | |||||||||||||||
Traffic Noise Mitigation Measures | ||||||||||||||||
3.9.13 | In the EIA Report, a series of mitigation measures have been considered for the proposed road to reduce the noise impacts at the NSRs. The best practicable mitigation package is recommended, comprising a combination of measures such as boundary wall and environmentally friendly layout design to protect NSRs. Details could be found in the Implementation Schedule (Appendix A). | |||||||||||||||
Event and Action Plan |
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3.9.14 | The measured/monitor noise levels shall be compared with the predicted results and the predicted traffic flow conditions (calculated noise levels based on concurrent traffic census obtained. In case discrepancies are observed, explanation should be given to justify the discrepancies. | |||||||||||||||
4. | WATER QUALITY | |||||||||||||||
4.1 | Introduction | |||||||||||||||
4.1.1 |
Water quality monitoring should be carried out during the construction phase to audit the sufficiency of the mitigation measures incorporated into the contractors' design and evaluate their efficiency in mitigating against pollutants entering the aquatic environment. |
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4.1.2 | Monitoring of the main discharge points from the development are complicated by the presence of upstream works on the MOS railway and associated property development. To identify and monitor discharges from only the proposed development works, an upstream location (or locations) is required to determine "background" conditions, which will represent run-off from the upstream development. However, the installation of culverts crossing the boundary between the two projects make access for sampling almost impossible. It is therefore recommended that a monitoring location (or locations) is identified as near as possible to where the culvert flows enter the current project site, to determine the quality of upstream run-off. Manholes may be used as sampling points, provided the safety of the sampling team is verified before confirmation of the location. | |||||||||||||||
4.2 | Water Quality Parameters | |||||||||||||||
4.2.1 | Monitoring of pH, turbidity in NTU, dissolved oxygen (DO) in mg/l and suspended solids (SS) in mg/l shall be carried out by the ET to ensure that any deteriorating water quality could be readily detected and timely action be taken to rectify the situation. The former three parameters are measured in-situ while the latter one is determined in the laboratory. | |||||||||||||||
4.2.2 |
In locations draining a workshop or vehicle repair area, oil and grease should be included. Where a canteen or workers facilities are set up, BOD5 is also required, and in the vicinity of chemical storage facilities, COD is an additional parameter required. |
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4.2.3 |
In association with the water quality parameters, relevant data shall also be measured, such as monitoring location/position, time, water depth, water temperature, salinity, DO saturation, weather conditions, sea conditions, tidal stage, and any special phenomena and works underway at the construction site. |
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4.2.4 |
A sample monitoring record sheet is shown in Figure 4.1 for reference. |
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4.3 | Monitoring Equipment | |||||||||||||||
Dissolved Oxygen and Temperature Measuring Equipment | ||||||||||||||||
4.3.1 The instrument should be a portable,
weatherproof dissolved oxygen measuring instrument complete with cable,
sensor, comprehensive operation manuals, and use a DC power source. It should
be capable of measuring:-
(a) a dissolved oxygen level in the range of 0-20 mg/l and 0-200% saturation; and (b) a temperature of 0-45 degree Celsius. |
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4.3.2 | It should have a membrane electrode with automatic temperature compensation complete with a cable. Sufficient stocks of spare electrodes and cables should be available for replacement where necessary. (e.g. YSI model 59 meter, YSI 5739 probe, YSI 5795A submersible stirrer with reel and cable or an approved similar instrument). | |||||||||||||||
pH Meter |
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4.3.3 |
The instrument shall consist of a potentiometer, a glass electrode, a reference electrode and a temperature-compensating device. It shall be readable to 0.1 pH in a range of 0 to 14. Standard buffer solutions of at least pH 7 and pH 10 shall be used for calibration of the instrument before and after use. Details of the method are given in APHA, 19th ed. 4500-HTB. |
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Turbidity Measurement Instrument |
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4.3.4 |
The instrument should be a portable, weatherproof turbidity-measuring instrument complete with comprehensive operation manual. The equipment should use a DC power source. It should have a photoelectric sensor capable of measuring turbidity between 0-1000 NTU and be complete with a cable (e.g. Hach model 2100P or an approved similar instrument). |
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Water Sampling Equipment |
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4.3.5 |
A water sampler comprises a transparent PVC cylinder, with a capacity of not less than 2 litres, and can be effectively sealed with latex cups at both ends. The sampler should have a positive latching system to keep it open and prevent premature closure until released by a messenger when the sampler is at the selected water depth (e.g. Kahlsico Water Sampler or an approved similar instrument). This water sampler is recommended for sampling at a water depth greater than 3 meters. For sampling at shallow water, a suitable plastic sampler may be used. |
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4.3.6 |
Water samples for SS, BOD5 and COD should be collected in high density polythene bottles, packed in ice (cooled to 4ºC without being frozen), and delivered to the laboratory as soon as possible after collection. |
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4.3.7 |
Containers for water samples for oil & grease determination should be made of glass with air tight stoppers. The volume of sampling bottles should also be pre-calibrated. They should be cleaned and rinsed with solvent used in the extraction process prior to sampling. Samples should be filled into the sampling bottles to the calibrated marks without using any sampler to avoid lost of oil & grease. The whole volume of samples collected should be used for extraction of oil & grease and the sampling bottles should be rinsed at least twice with solvent for complete transfer of oil & grease contained in the samples. The calibrated volume should be used in calculation of oil & grease. |
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Water Depth Detector |
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4.3.8 |
A portable, battery-operated echo sounder should be used for the determination of water depth at each designated monitoring station. This unit can either be handheld or affixed to the bottom of the work boat, if the same vessel is to be used throughout the monitoring programme. |
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Salinity |
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4.3.9 |
A portable salinometer capable of measuring salinity in the range of 0-40 mg/l shall be provided for measuring salinity of the water at each monitoring location. |
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Location of the Monitoring Site |
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4.3.10 |
A hand-held or boat-fixed type digital Global Positioning System (GPS) or other equivalent instrument of similar accuracy shall be provided and used during monitoring to ensure the monitoring vessel is at the correct location before taking measurements. |
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Calibration and Maintenance of In-situ Monitoring Instruments |
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4.3.11 |
All in-situ monitoring instrument shall be checked, calibrated and certified by a laboratory accredited under HOKLAS or any other international accreditation scheme before use, and subsequently re-calibrated at 3 monthly intervals throughout all stages of the water quality monitoring. Responses of sensors and electrodes should be checked with certified standard solutions before each use. Wet bulb calibration for a DO meter shall be carried out before measurement at each monitoring location. |
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4.3.12 |
For on site calibration of field equipment, the BS 127:1993, "Guide to Field and on-site test methods for the analysis of waters" should be observed. |
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4.3.13 | Sufficient stocks of spare parts should be maintained for replacement when necessary. Backup monitoring equipment shall also be made available so that monitoring can proceed uninterrupted even when some equipment is under maintenance, calibration, etc. | |||||||||||||||
4.4 | Laboratory Measurement / Analysis | |||||||||||||||
4.4.1 Analysis of SS, oil & grease, BOD5 and COD shall be carried out in a HOKLAS or other international accredited laboratory. Water samples of about 200 ml shall be collected at the monitoring stations for carrying out the laboratory determination. The laboratory determination work shall start within maximum storage time of each parameter after collection of the water samples following an updated version of the APHA Standard Methods for Examination of Water and Waste Water (APHA Standard Methods) or equivalent methods subject to the approval of EPD. 4.4.2 In the event a site laboratory is set up or a non-HOKLAS and non-international accredited laboratory is hired for carrying out the laboratory analysis, the laboratory equipment, analytical procedures, and quality control shall be approved by the EPD. All the analysis shall be witnessed by the ER. The ET Leader shall provide the ER with one copy of the relevant chapters of the APHA Standard Methods updated edition and any other relevant document for his reference. 4.4.3 For the testing methods of other parameters as recommended by EIA
or required by EPD, detailed method procedures should be submitted to
EPD for approval prior to the commencement of monitoring programme. If
in-house or non-standard methods are proposed, details of the method verification
may also be required to submit to EPD. In any circumstance, the sample
testing should have comprehensive quality assurance and quality control
programmes. The laboratory should prepare to demonstrate the programmes
to EPD representatives when requested. |
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4.5 | Monitoring Locations | |||||||||||||||
4.5.1 | The water quality monitoring locations are shown in Figure 4.2. The status and locations of water quality sensitive receivers and the marine activity sites may change after issuing this manual. If such cases exist, the ET Leader shall propose updated monitoring locations and seek approval from EPD. | |||||||||||||||
4.5.2 | In general, the monitoring locations should be upstream and downstream of potential drainage locations, noting the constraints from other works as described at the beginning of this section. | |||||||||||||||
4.5.3 | As site runoff from all projects in the area may flow to Starfish Bay, it is recommended that baseline monitoring should be conducted in Starfish Bay to establish existing conditions against which to measure potential impacts. Two stations should be located near the box culvert outfall and the natural stream outfall (W5 and W6). At least two other stations should be located further offshore, near the Tolo Channel (W7 and W8). | |||||||||||||||
4.5.4 | Ultimately, stormwater will be discharged through the stormwater drainage systems to the north and west shore of Whitehead development. If construction work is still on-going after the stormwater drainage systems are built, some site runoff may be discharged via this route, and the water quality near the discharge outfalls should be monitored (W1, W2, W3 and W4). The EPD monitoring station TM6 should be used as a baseline for comparison with monitoring data at the stormwater discharge outfalls. | |||||||||||||||
4.5.5 |
When alternative monitoring locations are proposed, they should be chosen based on the following criteria: (a) at locations close to and preferably at the boundary of the mixing zone of the major site activities as indicated in the EIA final report, which are likely to have water quality impacts; (b) close to the sensitive receptors which are directly or likely to be affected; (c) for monitoring locations located in the vicinity of the sensitive receptors, care should be taken to cause minimal disturbance during monitoring; (d) at two or more control stations which shall be at locations representative of the project site in its undisturbed condition. Control stations should be located, as far as is practicable, both upstream and down stream of the works area. |
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4.5.6 | Control stations (C1 and C2) are necessary to compare the water quality from potentially impacted sites with the ambient water quality. Control stations shall be located within the same body of water as the impact monitoring stations but should be outside the area of influence of the works and, as far as practicable, not affected by any other works. | |||||||||||||||
4.5.7 | Measurements shall be taken at 3 water depths, namely, 1m below water surface, mid-depth and 1m above sea bed, except where the water depth less than 6m, the mid-depth station may be omitted. Should the water depth be less than 3m, only the mid-depth station will be monitored. The ET Leader shall seek approval from DEP on all the monitoring stations. | |||||||||||||||
4.6 | Baseline Monitoring | |||||||||||||||
4.6.1 |
Baseline conditions for water quality shall be established and agreed with DEP prior to the commencement of works. The purposes of the baseline monitoring are to establish ambient conditions prior to the commencement of the works and to demonstrate the suitability of the proposed impact, control and reference monitoring stations. The baseline conditions shall normally be established by measuring the water quality parameters specified in Section 4.2. The measurements shall be taken at all designated monitoring stations including control stations, 3 days per week, at mid-flood and mid-ebb tides, for four weeks prior to the commencement of marine works. |
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4.6.2 | There shall not be any marine construction activities in the vicinity of the stations during the baseline monitoring. | |||||||||||||||
4.6.3 | In exceptional cases when insufficient baseline monitoring data or questionable results are obtained, the ET Leader shall seek approval from DEP on an appropriate set of data to be used as baseline reference. | |||||||||||||||
4.7 | Impact Monitoring | |||||||||||||||
4.7.1 | During the course of the marine works, monitoring shall be undertaken three days per week, at mid-flood and mid-ebb tides, with sampling/measurement at the designated monitoring stations. The interval between two sets of monitoring shall not be less than 36 hours except where there are exceedances of Action and/or Limit levels, in which case the monitoring frequency will be increased. | |||||||||||||||
4.7.2 | Upon completion of all marine activities, a post project monitoring exercise on water quality shall be carried out for four weeks in the same manner as the impact monitoring. | |||||||||||||||
4.8 | Event and Action Plan for Water Quality | |||||||||||||||
4.8.1 | The water quality criteria, namely Action and Limit levels are shown in Table 4.1. Should the monitoring results of the water quality parameters at any designated monitoring stations indicate that the water quality criteria are exceeded, the actions in accordance with the Action Plan in Table 4.2 shall be carried out. | |||||||||||||||
Table 4.1 Action and Limit Levels for Water Quality | ||||||||||||||||
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Notes: - "depth-averaged" is calculated by taking the arithmetic means of reading of all three depths. - For DO, non-compliance of the water quality limits occurs when monitoring result is lower than the limits. - For SS and Tby, non-compliance of the water quality limits occurs when monitoring result is higher than the limits. - All the figures given in the table are used for reference only and the EPD may amend the figures whenever it is considered as necessary. |
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Table 4.2 Event and Action Plan for Water Quality |
Event |
ET leader |
IEC |
ER |
Contractor |
Action level being exceeded by one sampling day |
Repeat in-situ measurement to confirm findings Identify source(s) of impact Inform IEC and Contractor Check monitoring data, all plant, equipment and Contractors working methods Discuss mitigation measures with IEC and Contractor Repeat measurement on next day of exceedance |
Discuss with ET leader and Contractor on the mitigation measures Review proposals on mitigation measures submitted by Contractor and advise the ER accordingly Assess the effectiveness of the implemented mitigation measures |
Discuss with IEC on the proposed mitigation measures Make agreement on the mitigation measures to be implemented |
Inform the ER and confirm notification of the non-compliance in writing Rectify unacceptable practice Check all plant and equipment Consider changes of working method Discuss with ET leader and IEC and propose mitigation measures to IEC and ER Implement the agreed mitigation measures |
Action level being exceeded by more than one consecutive sampling days |
Repeat in-situ measurement to confirm findings Identify source(s) of impact Inform IEC and Contractor Check monitoring data, all plant, equipment and Contractors working methods Discuss mitigation measures with IEC and Contractor Ensure mitigation measures are implemented Prepare to increase the monitoring frequency to daily Repeat measurement on next day of exceedance |
Discuss with ET leader and Contractor on the mitigation measures Review proposals on mitigation measures submitted by Contractor and advise the ER accordingly Assess the effectiveness of the implemented mitigation measures |
Discuss with IEC on the proposed mitigation measures Make agreement on the mitigation measures to be implemented Assess the effectiveness of the implemented mitigation measures |
Inform the ER and confirm notification of the non-compliance in writing Rectify unacceptable practice Check all plant and equipment Consider changes of working method Discuss with ET leader and IEC and propose mitigation measures to IEC and ER Implement the agreed mitigation measures |
Limit level being exceeded by one sampling day |
Repeat in-situ measurement to confirm findings Identify source(s) of impact Inform IEC, Contractor and EPD Check monitoring data, all plant, equipment and Contractors working methods Discuss mitigation measures with IEC and Contractor Ensure mitigation measures are implemented Increase the monitoring frequency to daily until no exceedance of Limit level |
Discuss with ET leader and Contractor on the mitigation measures Review proposals on mitigation measures submitted by Contractor and advise the ER accordingly Assess the effectiveness of the implemented mitigation measures |
Discuss with IEC on the proposed mitigation measures Request Contractor to critically review the working methods Make agreement on the mitigation measures to be implemented Assess the effectiveness of the implemented mitigation measures |
Inform the ER and confirm notification of the non-compliance in writing Rectify unacceptable practice Check all plant and equipment Consider changes of working method Discuss with ET leader and IEC and propose mitigation measures to IEC and ER within 3 working days Implement the agreed mitigation measures |
Limit level being exceeded by more than one consecutive sampling days |
Repeat i n-situ measurement to confirm findings Identify source(s) of impact Inform IEC, Contractor and EPD Check monitoring data, all plant, equipment and Contractors working methods Discuss mitigation measures with IEC and Contractor Ensure mitigation measures are implemented Increase the monitoring frequency to daily until no exceedance of Limit level |
Discuss with ET leader and Contractor on the mitigation measures Review proposals on mitigation measures submitted by Contractor and advise the ER accordingly Assess the effectiveness of the implemented mitigation measures |
Discuss with IEC on the proposed mitigation measures Request Contractor to critically review the working methods Make agreement on the mitigation measures to be implemented Assess the effectiveness of the implemented mitigation measures 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 |
Inform the ER and confirm notification of the non-compliance in writing Rectify unacceptable practice Check all plant and equipment Consider changes of working method Discuss with ET leader and IEC and propose mitigation measures to IEC and ER within 3 working days Implement the agreed mitigation measures As directed by the Engineer, to slow down or to stop all or part of the marine work or construction activities |
4.9 | Water Quality Mitigation Measures | ||||||||||||||||||||||||||||||||||||||||||||||||||
4.9.1 | All of the impacts identified in the EIA Report can either be eliminated or mitigated to minimize impacts on the nearby aquatic environment. The following mitigation measures are designed to be practical and cost-effective in achieving compliance with water quality standards and should be undertaken by the construction contractor during the construction period. | ||||||||||||||||||||||||||||||||||||||||||||||||||
4.9.2 | Suspended solids in runoff can be reduced by the provision of a good surface drainage system with suitably designed catchpits to retain sediment. Silt removal devices should be well-maintained. For areas where no drainage is present or prior to drainage being constructed, sediment can be collected by excavating a pit into which surface runoff is directed and where settlement and/or infiltration can occur. A mobile sedimentation tank can also be provided to reduce the SS level of the wastewater. | ||||||||||||||||||||||||||||||||||||||||||||||||||
4.9.3 | It should be noted that Starfish Bay is a water and ecological sensitive receiver. Any construction activities close to it should be regarded as of particular concern. Silt traps should be installed and well-maintained to prevent any silty runoff from entering Starfish Bay. All wastewater generated during construction must be monitored and treated as necessary prior to discharging into the north and west shore of Whitehead. | ||||||||||||||||||||||||||||||||||||||||||||||||||
4.9.4 | Stockpiles should be covered during wet season to avoid generating silty runoff. A surrounding drainage system and the use of flat and exposed permeable area will facilitate control and infiltration of site runoff. | ||||||||||||||||||||||||||||||||||||||||||||||||||
4.9.5 | Site cleanliness and immediate action in case of chemical spill (such as fuel) are the most effective mitigation measures to minimize water quality impacts from general site run-off. In addition, adequate sanitary facilities for workers on site should be provided and grease trap facilities should be installed for any canteen facilities. | ||||||||||||||||||||||||||||||||||||||||||||||||||
4.9.6 | Concrete washings will increase pH in receiving waterbodies. Close monitoring of pH should be conducted to avoid damage to the marine ecology. Buffer agents can be added to neutralise concrete wastewaters before its discharge to stormdrains or watercourses. A particular location within the site away from any water receiver should be selected for washing the concrete mixer. Infiltration/sedimentation pits should be used to settle out washings before discharge/treatment. Bored-pile suspension should also be settled in infiltration/sedimentation pits. | ||||||||||||||||||||||||||||||||||||||||||||||||||
4.9.7 | Oil interceptors should be installed for maintenance workshop and storage areas. These should be emptied regularly and should have a by-pass to prevent flushing during periods of heavy rain. | ||||||||||||||||||||||||||||||||||||||||||||||||||
4.9.8 | A section of road between the wheel washing bay and the public road should be paved, with backfall, to prevent wash water or other site runoff from entering public road drains. Sand and grit from wheel washing bays should be settled out and removed before the water is discharged into storm drains. The wheel washing bay should be designed to reuse settled wheel washing water. | ||||||||||||||||||||||||||||||||||||||||||||||||||
4.9.9 | For general construction works, mitigation measures and site practice for construction site drainage as stated in ProPECC PN 1/94 should be followed. | ||||||||||||||||||||||||||||||||||||||||||||||||||
4.9.10 | An implementation schedule for these measures is identified in Appendix A. | ||||||||||||||||||||||||||||||||||||||||||||||||||
4.9.11 | If the above measures are not sufficient to restore the water quality to an acceptable levels upon the advice of the ET Leader, the Contractor shall liaise with the ET Leader on some other mitigation measures, propose to ER for approval, and carry out the mitigation measures. | ||||||||||||||||||||||||||||||||||||||||||||||||||
5. | LANDSCAPE AND VISUAL | ||||||||||||||||||||||||||||||||||||||||||||||||||
5.1 | Introduction | ||||||||||||||||||||||||||||||||||||||||||||||||||
5.1.1 | The EIA has recommended the EM&A for landscape and visual resources is undertaken during both the design, construction and operational phases of the project. The design, implementation and maintenance of landscape mitigation measures is a key aspect of this and should be checked to ensure that they are fully realised and that potential conflicts between the proposed landscape measures and any other project works and operational requirements are resolved at the earliest possible date and without compromise to the intention of the mitigation measures. In addition, implementation of the mitigation measures recommended by the EIA will be monitored through the site audit programme. | ||||||||||||||||||||||||||||||||||||||||||||||||||
5.2 | Mitigation Measures | ||||||||||||||||||||||||||||||||||||||||||||||||||
5.2.1 | The Landscape and Visual Assessment of the EIA recommended a series of mitigation measures to ameliorate the landscape and visual impacts of the project. | ||||||||||||||||||||||||||||||||||||||||||||||||||
5.2.2 | The measures for both the construction and operation stage as recommended in the EIA are summarised in Tables 5.1 and 5.2 below: | ||||||||||||||||||||||||||||||||||||||||||||||||||
Table 5.1 Proposed Construction Stage Mitigation Measures | |||||||||||||||||||||||||||||||||||||||||||||||||||
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Table 5.2 Proposed Operation Stage Mitigation Measures | |||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
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5.3 | Design Phase Audit | ||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
5.3.1 | The landscape measures proposed within the EIA to mitigate the landscape and visual impacts of the scheme should be embodied into the detailed landscape design drawings and contract documents including the protection of existing woodland area and trees, the transplanting of existing trees and the planting of new trees and shrubs. Designs should be checked to ensure that the measures are fully incorporated and that potential conflicts with civil engineering, geo-technical, structural, lighting, signage, drainage, underground utility and operational requirements are resolved prior to construction. | ||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
5.3.2 | The design phase EM&A requirements for landscape and visual resources comprise the audit of the detailed landscaping specifications to be prepared during the detailed design together with ensuring that the design is sensitive to landscape and visual impacts and that landscape resources are retained as far as practicable. Monitoring of design works against the recommendations of the landscape and visual impact assessments within the EIA should be undertaken as and when the designs are produced to ensure that they fulfil the intentions of the mitigation measures. | ||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
5.3.3 | The landscape auditor shall review the designs as and when they are prepared and liaise with the landscape architect and design engineer to ensure all measures have been incorporated in the design in a format that can be specified to the Contractor for implementation. In the event of a non-conformity, the Event/Action plan as detailed in Table 5.3 below should be followed. | ||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
Table 5.3 Event / Action Plan for Design Phase | |||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
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5.4 | Baseline Monitoring | ||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
5.4.1 |
Baseline monitoring for the landscape and visual resources will comprise a vegetation survey of the entire selected route undertaken on an 'area' basis. Representative vegetation types will be identified along with typical species composition. An assessment of landscape character will be made against which future change can be monitored. The landscape resources and elements of particular concern are to be noted. |
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5.4.2 | The landscape and visual baseline will be determined with reference to any Tree Survey Report prepared and the habitat maps and the landscape and visual impact assessments included in the EIA Report. | ||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
5.5 | Construction and Operational Phase Audit | ||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
5.5.1 |
A specialist Landscape Sub-Contractor should be employed by the Contractor for the implementation of landscape construction works and subsequent maintenance operations during the establishment period. It is proposed that as the majority of the planting works are off-site, the planting will be conducted with the first half of the construction contract. Thus, the establishment works will be undertaken through the latter half of the construction contract and extend throughout the Contractor's one year maintenance period which will be within the first operational year of the project. The intention is to provide at least 12 months establishment period for the majority of the planting works. |
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5.5.2 | All measures undertaken by both the Contractor
and the specialist Landscape Sub-Contractor during the construction phase
and first year of the operational phase shall be audited by a Registered
Landscape Architect, as a member of the ET, on a regular basis to ensure
compliance with the intended aims of the measures. Site inspections should
be undertaken at least once every two weeks throughout the construction
period and once every two months during the operational phase. The broad
scope of the audit is detailed below but should also be undertaken with
reference to the more specific checklist provided in Table 5.4. Operational
phase auditing will be restricted to the last 12 months of the establishment
works of the landscaping proposals and thus only the items below concerning
this period are relevant to the operational phase. · the extent of the agreed works areas 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;
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Table 5.4 Construction/Operational Phase Audit Checklist | |||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
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5.5.3 | In the event of non compliance the responsibilities of the relevant parties is detailed in the Event /Action plan provided on Table 5.5. | ||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
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6. | SITE ENVIRONMENTAL AUDIT | ||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
6.1 | Site Inspections | ||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
6.1.1 | Site Inspections provide a direct means to trigger and enforce the specified environmental protection and pollution control measures. They shall be undertaken routinely to inspect the construction activities in order to ensure that appropriate environmental protection and pollution control mitigation measures are properly implemented. With well defined pollution control and mitigation specifications and a well established site inspection, deficiency and action reporting system, the site inspection is one of the most effective tools to enforce the environmental protection requirements on the construction site. | ||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
6.1.2 | The ET Leader is responsible for formulation of the environmental site inspection, deficiency and action reporting system, and for carrying out the site inspection works. He shall submit a proposal endorsed by IEC on the site inspection, deficiency and action reporting procedures within 21 days of the construction contract commencement to the Contractor for agreement and to the ER for approval. | ||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
6.1.3 | Regular site inspections shall be carried
out at least once per week. The areas of inspection shall not be limited
to the environmental situation, pollution control and mitigation measures
within the site; it should also review the environmental situation outside
the site area which is likely to be affected, directly or indirectly by
the site activities. The ET Leader shall make reference to the following
information in conducting the inspection:
(a) the EIA recommendations on environmental protection and pollution control mitigation measures; (b) works progress and programme; (c) individual works methodology proposals (which shall include proposal on associated pollution control measures); (d) the contract specifications on environmental protection; (e) the relevant environmental protection and pollution control laws; and (f) previous site inspection results. |
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6.1.4 | The Contractor shall update the ET Leader
with all relevant information of the construction contract for him to carry
out the site inspections. The inspection results and its associated recommendations
on improvements to the environmental protection and pollution control works
shall be submitted to the ER and the Contractor in a site inspection proforma
(see Appendix B) within 24 hours, for reference and for taking immediate
action. The Contractor shall follow the procedures and time-frame as stipulated
in the environmental site inspection, deficiency and action reporting system
formulated by the ET Leader to report on any remedial measures subsequent
to the site inspections.
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6.1.5 | Ad hoc site inspections shall also be
carried out by the ET Leader and IEC if significant environmental problems
are identified. Inspections may also be required subsequent to receipt of
an environmental complaint (an example of the complaint log is provided
in Appendix B), or as part of the investigation work, as specified in the
Action Plan for environmental monitoring and audit. |
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6.2 | Compliance with Legal and Contractual Requirements | ||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
6.2.1 | There are contractual environmental protection and pollution control requirements as well as environmental protection and pollution control laws in Hong Kong which the construction activities shall comply with. | ||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
6.2.2 | In order that the works are in compliance with the contractual requirements, all the works method statements submitted by the Contractor to the ER for approval shall be sent to the ET Leader for vetting to see whether sufficient environmental protection and pollution control measures have been included. | ||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
6.2.3 | The ET Leader shall also review the progress and programme of the works to check that relevant environmental laws have not been violated, and that the any foreseeable potential for violating the laws can be prevented | ||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
6.2.4 | The Contractor shall regularly copy relevant documents to the ET Leader so that the checking work can be carried out. The document shall at least include the updated Work Progress Reports, the updated Works Programme, the application letters for different licence/permits under the environmental protection laws, and all the valid licence/permit. The site diary shall also be available for the ET Leader's inspection upon his request. | ||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
6.2.5 | After reviewing the document, the ET Leader shall advise the ER and the Contractor of any non-compliance with the contractual and legislative requirements on environmental protection and pollution control for them to take follow-up actions. If the ET Leader's review concludes that the current status on licence/permit application and any environmental protection and pollution control preparation works may not cope with the works programme or may result in potential violation of environmental protection and pollution control requirements by the works in due course, he shall also advise the Contractor and the ER accordingly. | ||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
6.2.6 | Upon receipt of the advice, the Contractor shall undertake immediate action to remedy the situation. The ER shall follow up to ensure that appropriate action has been taken by the Contractor in order that the environmental protection and pollution control requirements are fulfilled. | ||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
6.3 | Environmental Complaints | ||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
6.3.1 |
Complaints shall be referred to the ET Leader for carrying out complaint
investigation procedures. The ET Leader shall undertake the following
procedures upon receipt of the complaints: (b) investigate the complaint to determine its validity, and to assess whether the source of the problem is due to works activities; (c) if a complaint is valid and due to works, identify mitigation measures; (d) if mitigation measures are required, advise the Contractor accordingly; (e) review the Contractor's response on the identified mitigation measures, and the updated situation; (f) if the complaint is transferred from EPD, submit interim report to EPD on status of the complaint investigation and follow-up action within the time frame assigned by EPD; (g) undertake additional monitoring and audit to verify the situation if necessary, and review that any valid reason for complaint does not recur; (h) report the investigation results and the subsequent actions to the source of complaint for responding to complainant (If the source of complaint is EPD, the results should be reported within the time frame assigned by EPD); and (i) record the complaint, investigation, the subsequent actions and the results in the monthly EM&A reports. |
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6.3.2 | During the complaint investigation work, the Contractor and ER shall cooperate with the ET Leader in providing all the necessary information and assistance for completion of the investigation. If mitigation measures are identified in the investigation, the Contractor shall promptly carry out the mitigation. The ER shall ensure that the measures have been carried out by the Contractor. | ||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
6.3.3 | A flow chart of the complaint response procedures is shown in Figure 6.1. | ||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
6.4 | Choice of Construction Method | ||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
6.4.1 | At times during the construction phase
the Contractor may submit method statements for various aspects of construction.
This state of affairs would only apply to those construction methods that
the EIA has not imposed conditions while for construction methods that have
been assessed in the EIA, the Contractor is bound to follow the requirements
and recommendations in the EIA study. The Contractor's options for alternative
construction methods may introduce adverse environmental impacts into the
project. It is the responsibility of the ET Leader and the ET, in accordance
with established standards, guidelines and EIA study recommendation and
requirements, to review and determine the adequacy of the environmental
protection and pollution control measures in the Contractor's proposal in
order to ensure no unacceptable impacts would result. To achieve this end,
the ET Leader shall provide a copy of the Proactive Environmental Protection
Proforma (see Appendix B) to the IEC for approval. The IEC should audit
the review of the construction method and endorse the proposal on the basis
of no adverse environmental impacts. |
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7. | REPORTING | ||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
7.1 | General | ||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
7.1.1 | The following reporting requirements are based upon a paper documented approach. However, the same information can be provided in an electronic medium upon agreeing the format with the ER and EPD. | ||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
7.2 | Documentation | ||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
7.2.1 | All documentation is required to be filed in a traceable and systematically manner. Site document, such as, monitoring field records, laboratory analysis records, meeting minutes, correspondences etc., shall be cross-referenced by the ET leader and be ready for inspection upon request. All EM&A results and findings shall be documented in the respective construction and operation phase EM&A reports prepared by the ET and endorsed by IEC prior to disseminate to the Contractor, ER and the Director of Environmental Protection. | ||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
7.2.2 | All documentation shall be in paper form and/or electronic form (in the format in agreement) upon request. All documents and data shall be kept at least one year after the completion of the construction contract. All submissions (reports, data, and correspondences etc.) shall be liable to use freely for the purposes of communicating environmental data and the owner of information shall claim no copyright. Any request to treat all or part of a submission in confidence will be respected, but if no such request is made it will be assumed that the submission is not intended to be confidential. | ||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
7.3 | Baseline Monitoring Report | ||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
7.3.1 |
One hard copy of the Baseline Monitoring Report shall be verified and certified by the IEC and shall be submitted to EPD four weeks before the commencement of any major construction works that would affect the monitoring results. Additional copies of the Baseline Monitoring Report may be required by EPD. The Baseline Environmental Monitoring Report shall also be submitted to each of the Contractor and the ER. The relevant parties shall be liaised on the exact number of copies they want. The form and content of the report, and the representation of baseline monitoring data shall be in a format to the satisfaction of EPD and include, but not be limited to the following: (a) up to half a page executive summary; (b) brief project background information; (c) drawings showing locations of the baseline monitoring stations; (e) monitoring results (in both hard and diskette copies) together with
the following information: (g) determination of the Action and Limit Levels (AL levels) for each monitoring parameter and statistical analysis of the baseline data, the analysis shall conclude if there is any significant difference between control and impact stations for the parameters monitored; (h) revisions for inclusion in the EM&A Manual; and (i) comments and conclusions. |
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7.4 | Monthly EM&A Reports | ||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
7.4.1 |
The results and findings of all EM&A work required in the Manual shall be recorded in the monthly EM&A reports prepared by the ET leader, collated by the IEC and submitted to EPD within 10 working days of the end of each reporting month, with the first report due in the month after construction commences. The time frame for the ET leader's submission to the Engineer shall be agreed with the Engineer. |
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7.4.2 |
The ET leader shall review the number and location of monitoring stations and parameters to monitor every 6 months or on as needed basis in order to cater for the changes in surrounding environment and nature of works in progress. |
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7.4.3 | The ET leader shall rectify any comments on the monthly EM&A reports made by EPD within one month of the receipt of the comments, unless otherwise specified by EPD. The ET leader shall also rectify comments on the EM&A reports by the IEC and ER in the time frame agreed with the ER and IEC. | ||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
First Monthly EM&A Report | |||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
7.4.4 | The first monthly EM&A report shall
include at least but not limited to the following :
(a) 1-2 pages executive summary, including (b) basic project information, including (d) summary of EM&A requirements, including (e) implementation status, including advice on the implementation status of environmental protection and pollution control/mitigation measures including measures for ecological and visual impacts, as recommended in the project EIA study report, summarised in the updated implementation schedule. (f) monitoring results in both hard and diskettes copies together with
the following information: (g) report on non-compliance, complaints, notifications of summons and
successful prosecutions, including (h) others, including |
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Subsequent EM&A Reports | |||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
7.4.5 | The subsequent monthly EM&A reports
shall include the following :
(a) executive summary (1-2 pages), including (b) environmental status, including (c) implementation status, including advice on the implementation status of environmental protection and pollution control/mitigation measures including measures for ecological and visual impacts, as recommended in the project EIA study report, summarised in the updated implementation schedule. (d) monitoring results in both hard and diskette copies together with
the following information: (e) report on non-compliance, complaints, notifications of summons and
successful prosecutions, including (f) others, including (g) appendix, including |
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Quarterly EM&A Summary Reports | |||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
7.4.6 | The quarterly EM&A summary report
which should generally be around 5 pages (including about 3 of text and
tables and 2 of figures) should contain at least the following listed information.
Apart from these, the first quarterly summary report should also confirm
that the monitoring work is proving effective and that it is generating
data with the necessary statistical power to categorically identify or confirm
the absence of impact attributable to the works.
(a) up to half a page executive summary; (b) basic project information including a synopsis of the project organisation, programme, contacts of key management, and a synopsis of work undertaken during the quarter; (c) a brief summary of EM&A requirements including: (d) advice on the implementation status of environmental protection and pollution control/mitigation measures, as recommended in the project EIA study report, summarised in the updated implementation schedule; (e) drawings showing the project area, any environmental sensitive receivers
and the locations of the monitoring and control stations; (g) advice on the solid and liquid waste management status; (h) a summary of noncompliance (exceedances) of the environmental quality performance limits (Action and Limit levels); (i) a brief review of the reasons for and the implications of non-compliance including review of pollution sources and working procedures; (j) a summary description of the actions taken in the event of non-compliance and any follow-up procedures related to earlier non-compliance; (k) a summary record of all complaints received (written or verbal) for each media, liaison and consultation undertaken, actions and follow-up procedures taken; (l) a summary record of notifications of summons and successful prosecutions for breaches of the current environmental protection/pollution control legislations, locations and nature of the breaches, investigation, follow-up actions taken and results; (m) comments (e.g. effectiveness and efficiency of the mitigation measures), recommendations (e.g. any improvement in the EM&A programme) and conclusions for the quarter; and (n) proponents contacts and any hotline telephone number for the public
to make enquiries. |
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Final EM&A Summary Report | |||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
7.4.7 | The termination of EM&A programme
shall be determined on the following basis:
(a) completion of construction activities and insignificant environmental impacts of the remaining outstanding construction works; (b) trends analysis to demonstrate the narrow down of monitoring exceedances due to construction activities and the return of ambient environmental conditions in comparison with baseline data; (c) no environmental complaint and prosecution involved.
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7.4.8 | The proposed termination may be required to consult related local community such as village representative/committee and/or District Board and the proposal should be endorsed by the IEC, ER and the project proponent prior to final approval from the Director of Environmental Protection. | ||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
7.4.9 | The final EM&A summary report shall
include, inter alia, the following:
(a) an executive summary; (b) basic project information including a synopsis of the project organisation, programme, contacts of key management, and a synopsis of work undertaken during the entire construction period; (c) a brief summary of EM&A requirements including: (d) advice on the implementation status of environmental protection and pollution control/mitigation measures, as recommended in the project EIA study report, summarised in the updated implementation status proformas; (e) drawings showing the project area, any environmental sensitive receivers and the locations of the monitoring and control stations; (f) graphical plots of the trends of monitored parameters over the construction
period for representative monitoring stations annotated against: (g) compare and contrast the EM&A data with the EIA predictions and annotate with expansions for any discrepancies; (h) provide clear-cut decisions on the environmental acceptability of the project with reference to the specific impact hypothesis; (i) advice on the solid and liquid waste management status; (j) a summary of noncompliance (exceedances) of the environmental quality performance limits (Action and Limit levels); (k) a brief review of the reasons for and the implications of non-compliance including review of pollution sources and working procedures; (l) a summary description of the actions taken in the event of non-compliance and any follow-up procedures related to earlier non-compliance; (m) a summary record of all complaints received (written or verbal) for each media, liaison and consultation undertaken, actions and follow-up procedures taken; (n) review the monitoring methodology adopted and with the benefit of hindsight, comment on its effectiveness (including cost effectiveness); (o) a summary record of notifications of summons and successful prosecutions for breaches of the current environmental protection/pollution legislations, locations and nature of the breaches, investigation, follow-up actions taken and results; (p) review the practically and effectiveness of the EIA process and EM&A programme (e.g. effectiveness and efficiency of the mitigation measures), recommended any improvement in the EM&A programme; and (q) a conclusion to state the return of ambient and/or the predicted
scenario as per EIA findings. |
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7.5 | Data Keeping | ||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
7.5.1 | The site document such as the monitoring
field records, laboratory analysis records, site inspection forms, etc.
are not required to be included in the monthly EM&A reports for submission.
However, the document shall be well kept by the ET Leader and be ready for
inspection upon request. All relevant information shall be clearly and systematically
recorded in the document. The monitoring data shall also be recorded in
magnetic media form, and the software copy can be available upon request.
All the documents and data shall be kept for at least one year after completion
of the construction contract. |
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7.6 | Interim Notifications of Environmental Quality Limit Exceedances | ||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
7.6.1 | With reference to Event/Action Plans in Tables 2.3, 3.3 and 4.2, when the environmental quality limits are exceeded, the ET leader shall immediately notify the ER, IEC & EPD, as appropriate. The notification shall be followed up with advice to EPD after endorsement of IEC, on the results of the investigation, proposed action and success of the action taken, with any necessary follow-up proposals. A sample template for the interim notifications is shown in Figure 7.1. | ||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
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