TABLE OF CONTENTS

EXECUTIVE SUMMARY

1.     Basic Project Information.. 22

2.     Environmental Status. 44

3.     Monitoring Results. 66

4.     Summary of Complaints, Notification of Summons and Prosecutions  99

5.     EM&A Site Inspection.. 1010

6.     Future Key Issues. 1111

7.     Conclusion and Recommendations. 1212

 


List of Appendices

A.    Construction Programme

B.    Project Organization Chart

C.    Alignment and Works Area for Contract No. 1732

D.    Location Plan of Air Quality Monitoring Station

E.     Calibration Certificate (Air Quality Monitoring)

F.     Monitoring Data (Air Quality Monitoring)

G.    Waste Flow Table

H.    Complaint Handling Procedure

I.       Event-Action Plan (Air Quality Monitoring)

J.       Statistics on Complaint, Notification of Summons and Successful Prosecution

K.    Environmental Mitigation Implementation Schedule (EMIS)

L.     Monitoring Schedule of the Reporting Month

M.   Monitoring Schedule of the Coming Month


 

Executive Summary

 

A.1            This is the 1st monthly Environmental Monitoring and Audit (EM&A) report presenting the EM&A works carried out during the reporting period from 6 to 31 December 2021.

 

A.2            A summary of the construction works reported by the Main Contractor for the Project during the reporting month is listed below.

 

Construction Activities undertaken

·           Site setup at site office

·           Condition survey at site office and AB11 area

·           Underground utility detection at AB11 area

 

A.3            A summary of regular construction dust monitoring activities in this reporting period is listed below:

Construction dust (1-hour TSP) monitoring

DM1

18 times

 

A.4            Joint weekly site inspections were conducted by representatives of the Contractor, Engineer and Contractor’s ET on 9, 16, 23 and 30 December 2021. One joint site inspection with IEC also undertaken on 23 December 2021. Details of the audit findings and implementation status are presented in Section 5.

 

A.5            Details of waste management are presented in Section 3.

 

A.6            No exceedance of the Action and Limit Levels of 1-hour TSP was recorded during the reporting period.

 

A.7            No complaint or non-compliance was reported in the reporting period.  

 

A.8            No notification of summon or prosecution was received in this reporting period.

 

A.9            No changes of EM&A programme were made in this reporting period.

 

A.10        A summary of the construction activities provided by the Main Contractor in the next three reporting months are listed below:

 

Construction Activities to be undertaken

·           Trial pit for cable trench and water main

·           I&M installation

·           Cable trench excavation

·           Watermain diversion

·           AB11 modification works

·           Pre-drill works


1.                    Basic Project Information

1.1.1.     The Project involves the construction of the foundations and superstructure for two cable bridges and each of two spans across and above the Tung Chung Line, Airport Express Line and the Siu Ho Wan Depot test track. The Works enable the diversion of the existing utilities to provide space for the future foundation works of the Siu Ho Wan Property Development and Station.

1.1.2.     The Siu Ho Wan Station and Siu Ho Wan Depot Replanning Works Environmental Impact Assessment Report was approved with conditions by the Environmental Protection Department (EPD) on 29 Nov 2017. The latest Environmental Permit (No. EP-588/2021) was issued by the EPD on 22 March 2021.

1.1.3.     The Project (Contract 1732) was awarded to Paul Y. – CRCCI Joint Venture (JV). JV has engaged Acuity Sustainability Consulting Limited as ET for this contract.

1.1.4.     The Project covers the following construction activities:

(a)        Site formation, tree removal, site safety fencing and supply and installation of Engineer’s Site Accommodation;

(b)       Diversion of existing above ground watermains to create working areas within the site for the Works.

(c)        Constructing foundations comprising pre-bored H-piles, and carrying out pile load tests on selected H-piles;

(d)       Constructing pile caps and spread footing foundations in shallow excavation;

(e)        Prefabrication of steel truss vertical support frames, and erection on the foundations;

(f)         Prefabrication of steel truss cable bridges and erection on to the vertical support frames;

(g)       Prefabrication and erection of a steel link bridge spanning between the cable bridge and the façade of the existing building AB11;

(h)       Installation of cable trays, cable supports and sunshield in and along the cable bridges, vertical support frames and at external walls of the existing building AB11;

(i)         Installation of cable bridge miscellaneous details such as roof, drainage, facades, lightings, lightning protection, access control;

(j)         Installation of ground level cable troughs;

(k)       Modification of the façade of existing AB11 building for cable feeding out from the building;

(l)         All temporary railway protection works such as hoardings and retaining structures in course of the Execution of the works; and

(m)     Supply and installation of equipotential bonding for the cable bridge and associated fixed metal parts attached to the cable bridge.

1.1.5.     A summary of the major construction activities undertaken in this reporting period is shown in Table 1.1. The construction programme is presented in Appendix A.

Table 1.1   Summary of the construction activities reported by Main Contractor during the Reporting Month

Construction Activities undertaken

·           Site setup at site office

·           Condition survey at site office and AB11 area

·           Underground utility detection at AB11 area

 

1.1.6.     The project organisational chart specifying management structure and contact details are shown in Appendix B.

1.1.7.     A summary of the valid permits, licences, and /or notifications on environmental protection for this Project is presented in Table 1.2.

Table 1.2    Summary of the Status of Valid Environmental License Notification, Permit and Documentations

Permit/ Licences/ Notification

/Reference No.

Valid Period

Status

Remark

From

To

Environmental Permit

EP-588/2021

22 March 2021

N/A

Valid

-

Wastewater Discharge License

Ref. 472985

(Pending)

(Pending)

Submitted

Application submitted on 22 Oct 2021

Notification of Construction Works under the Air Pollution Control (Construction Dust) Regulation

Ref. 472845

N/A

N/A

Notified

Notification submitted on 19 Oct 2021

Chemical Waste Producer Registration

WPN5213-961-P3457-01

19 Nov 2021

N/A

Valid

-

Billing Account for Disposal of Construction Waste

7042328

25 Nov 2021

N/A

Valid

-

Construction Noise Permit

GW-RS0922-21

1 Dec 2021

31 May 2022

Surrendered on 13 Dec 2021

Construction site of MTRCL Contract No. 1732

GW-RS0952-21

13 Dec 2021

12 May 2022

Valid

Site office genset and main works


2.                    Environmental Status

2.1.1.     Environmental permit (EP) conditions under the EIAO, submission status under the EP and implementation status of mitigation measures had been reviewed and implemented on schedule. The status of required submissions under the EP (No. EP-588/2021) as of the reporting period for the Project are summarised in Table 2.1.

Table 2.1   Summary of Status of Required Submission for EP-588/2021 for the Project

EP Condition

(EP-588/2021)

Submission

Submission date

1.12

Commencement Date of Construction

11 June 2021 (1st submission)

12 July 2021 (2nd submission)

12 August 2021 (3rd submission)

2.7

Construction Works Phasing Schedule

1 November 2021 (1st submission)

20 December 2021 (2nd submission)

29 December 2021 (Deposited)

2.8

Environmental Permit Submission Schedule

12 August 2021

10 September 2021 (Deposited)

2.9

Management Organization

1 November 2021 (1st submission)

20 December 2021 (2nd submission)

2.10

Construction Noise Mitigation Plan

1 November 2021 (1st submission)

20 December 2021 (2nd submission)

28 December 2021 (Deposited)

2.13

Waste Management Plan

1 November 2021 (1st submission)

20 December 2021 (2nd submission)

28 December 2021 (Deposited)

3.3

Baseline Monitoring Report

1 November 2021

16 November 2021 (Deposited)

3.4

Monthly EM&A Report (December 2021)

To be submitted within 10 working days after the end of the reporting month

2.1.2.     Details of the major construction activities undertaken in this reporting period are shown in Table 2.2.

Table 2.2   Summary of the Construction Activities Undertaken during the Reporting Month

Construction activities undertaken

Remarks on progress

·      Site setup at site office

·      On-going

·      Condition survey at site office and AB11 area

·      On-going

·      UU detection at AB11 area

·      On-going

2.1.3.     The drawings showing the project layout and the location of the monitoring station are attached in Appendix C and Appendix D, respectively.  A summary of the monitoring location is shown in Table 2.3.

Table 2.3   Summary of the location of the monitoring station

Air Sensitive Receiver (ASR) ID No. in EIA Report

Monitoring Station ID

ASR Description

A2

DM1

Siu Ho Wan Government Maintenance Depot


3.                    Monitoring Results

3.1.                Monitoring Parameters

Air Quality

3.1.1.     The impact monitoring had been carried out in accordance with Section 2.6 of the approved EM&A Manual, with sampling frequency of at least 3 times in every 6 days undertaken, to determine the 1-hour total suspended particulates (TSP) levels at the monitoring locations in the reporting month.

3.1.2.     General meteorological conditions (wind speed, direction and precipitation) and notes regarding any significant adjacent dust producing sources had also been recorded throughout the impact monitoring period.

3.2.           Monitoring Equipment and Methodology

Monitoring Equipment

Portable direct reading dust meter was used to carry out the 1-hour TSP monitoring. Portable direct reading dust meters used in this monitoring were proven to the IEC to be capable of achieving comparable result as that of the HVS and, thus, were used for sampling.    

3.2.1.     The equipment used for 1-hour TSP measurement during the reporting month are summarised in Table 3.1.

Table 3.1   Construction Dust Monitoring Equipment

Measuring Parameter

Monitoring Equipment

Brand and Model

Serial Number

Date of Calibration

1-hour TSP

Portable direct reading dust meter (1-hour TSP)

Sibata Digital Dust Monitor (Model No. LD-3)

A.005.11a

30 April 2021

1-hour TSP

Portable direct reading dust meter (1-hour TSP)

Sibata Digital Dust Monitor (Model No. LD-3B)

A.005.16a

30 April 2021

3.2.2.     The portable direct reading dust meter was calibrated at 1-year interval against a High Volume Sampler, TE-5170.  Copies of calibration certificates of the portable direct reading dust meter are presented in Appendix E.

Monitoring Methodology

3.2.3.     The 1-hour TSP measurement followed manufacturer’s instruction manual. Before initiating a measurement, zeroing the Portable direct reading dust meter was carried out to ensure maximum accuracy of concentration measurements.

3.2.4.     The 1-hour TSP was sampled by drawing air into the Portable direct reading dust meter where particular concentrations were measured instantaneously with an in-built silicon detector sensing light scattered by the particulates in the sampled air. Continuous TSP levels were indicated and logged by a built-in data logger compatible with Windows based program to facilitate data collection, analysis and reporting.

3.3.           Monitoring Location

3.3.1.     Location of the designated dust monitoring station is described in Table 3.2.

Table 3.2   Construction Dust Monitoring Equipment

Monitoring Station ID

Dust Monitoring Station

DM1

Siu Ho Wan Government Maintenance Depot

 

3.4.                Result Summary

3.4.1.     Dust impact monitoring was carried out at DM1 on 6, 11, 17, 22, 28 and 31 December 2021 during the reporting month.  According to our field observations, the major dust sources identified included vehicular emissions from North Lantau Highway and Cheung Tung Road. Gentle wind was recorded throughout the monitoring period, with gentle to strong wind recorded occasionally. 

3.4.2.     The results for 1 - hour TSP are summarized in Table 3.3. The measurement data is presented in Appendix F.

Table 3.3   Summary of 1-hour TSP Monitoring Results

Monitoring Location

Range

(μg/m3)

Action Level (μg/m3)

Limit Level (μg/m3)

No. of Exceedances

DM1

58.1 – 63.6

294.7

500

0

 

 

Waste management

3.4.3.     The waste generated from this Project includes inert C&D materials, and non-inert C&D materials. Non-inert C&D materials are made up of general refuse, vegetative wastes and recyclable wastes such as plastics and paper/ cardboard packaging waste. Steel materials generated from the project are also grouped into non-inert C&D materials as the materials were not disposed of with other inert C&D materials. With reference to relevant handling records and trip tickets of this Project, the quantities of different types of waste generated in the reporting month are summarised in Table 3.4. Details of cumulative waste management data are presented as a waste flow table in Appendix G.


Table 3.4 Quantities of waste generated from the Project

Reporting period

Quantity

Inert C&D Materials

(in ‘tonnes)

Chemical Waste

(in‘000 kg)

Non-inert C&D Materials

 Others, e.g. General Refuse disposed at Landfill

(in ‘tonnes)

Recycled materials

Paper/ cardboard (in ‘000 kg)

Plastics

(in ‘000 kg)

Metals

(in ‘000 kg )

Dec 2021

0.0

0.0

0.0

0.0

0.0

0.0

3.4.4.     All dump trucks for C&D materials transportation and disposal will be equipped with Global Positioning System (GPS) for real time tracking and monitoring their travel routings and parking locations in order to avoid illegal dumping or landfilling of C&D materials. As no waste was generated in this reporting period, there are no data collected by GPS.


4.                    Summary of Complaints, Notification of Summons and Prosecutions

4.1.1.     The Environmental Complaint Handling Procedure is shown in Appendix H.

4.1.2.     Should non-compliance of the criteria occur, action in accordance with the Event and Action Plan in Appendix I shall be carried out.

4.1.3.     No exceedance of the Action and Limit Levels of 1-hour TSP was recorded during the reporting month.

4.1.4.     No complaint or non-compliance was reported in the reporting month.

4.1.5.     No notification of summons and prosecution was received in the reporting period.

4.1.6.     Statistics on complaints, notifications of summons and successful prosecutions are summarized in Appendix J.


5.                    EM&A Site Inspection

5.1.1.     Site inspections were carried out on a weekly basis to monitor the implementation of proper environmental pollution control and mitigation measures under the Contract.  In the reporting period, four (4) site inspections were carried out on 9, 16, 23, and 30 December 2021. One joint site inspection with the IEC also undertaken on 23 December 2021.  Minor reminders were suggested to the Contractor during the weekly site inspections. Key observations during the site inspections are summarized in Table 5.1.

Table 5.1    Site Observations

Date

Observation or Reminder

Follow-up Status

9 December 2021

1.       The 3-color recycling bins have not been set up on site.

1.       The 3-color recycling bins have been set up.

16 December 2021

1.       The instructions on the location and the use of recycling bins are missing.

1.     Posters have been posted on notice board as a reminder of the locations and use of recycling bins on site.

23 December 2021

1.       None.

1.       None

30 December 2021

1.       None.

1.       None.

5.1.2.     The Contractor had rectified all observation identified during environmental site inspections in the reporting period.

5.1.3.     According to the EIA Study Report, Environmental Permit, contract documents and EM&A Manual, the mitigation measures detailed in the documents are implemented as much as practical during the reporting period. An updated Implementation Status of Environmental Mitigation Measures (EMIS) is provided in Appendix K.


6.                    Future Key Issues

6.1.1.     Work to be undertaken in the next three reporting months are:

·        Trial pit for cable trench and water main

·        I&M installation

·        Cable trench excavation

·        Watermain diversion

·        AB11 modification works

·        Pre-drill works

6.1.2.     Potential environmental impacts arising from the above construction activities are mainly associated with dust and waste management.

6.1.3.     The tentative schedule of regular 1-hour TSP monitoring in the next reporting period is presented in Appendix L.

6.1.4.     The construction programme for the Project for the next reporting month is presented in Appendix A.


7.                    Conclusion and Recommendations

7.1.1.     This 1st monthly EM&A Report presents the EM&A works undertaken during the period from 6 December to 31 December 2021 in accordance with the EM&A Manual and the requirement under EP-588/2021.

7.1.2.     Air quality (including 1-hour TSP) impact monitoring was carried out in the reporting period. No exceedance of the Action and Limit Levels was recorded for air quality impact monitoring during the reporting period.

7.1.3.     Weekly environmental site inspections were conducted during the reporting period. A joint site inspection with the IEC was carried out on 23 December 2021. Minor reminders were suggested to the Contractor during the site inspections and were followed up.  The environmental performance of the Project was therefore considered satisfactory.

7.1.4.     No complaint or non-compliance was reported in the reporting month.  

7.1.5.     No notification of summons or prosecution was received in the reporting month.

7.1.6.     The ET will keep track on the construction works to confirm compliance of environmental requirements and the proper implementation of all necessary mitigation measures.

7.1.7.     No change of EM&A programme was made in this reporting period.

7.1.8.     The proposed mitigation measures were properly implemented and were considered effective and efficient in pollution control.


 

Appendix A

Construction Programme


 


 

Appendix B

Project Organization Chart


Project O-Chart

 


MTR’s Contact:

MTRC - Project Management Team

 

 

Position

Name

Telephone

Chief Project Co-ordination Manager

Mrs. Sammi Ngan

2208 3753

Senior Design Manager-Civil

Mr. Ricky Lowe

2208 3347

MTRC - Environmental Team

 

 

Position

Name

Telephone

Environmental Team Leader

Ms. Lisa Poon

3127 6295

Environmental Team Member

Mr. Alex Siu

3127 6292

ANewR Consulting Limited - IEC

 

 

Position

Name

Telephone

Independent Environmental Checker

Mr. James Choi

2618 2836

 

Contractor’s Contact:

Main Works Contract

Description

Contractor

Position

Name

Telephone

1732

Construction of cable bridges and associated civil works for cable diversion

Paul Y – CRCCI Joint Venture

Project Manager

Eric Lo

9465 7270

Environmental Officer

Pan Fong

9436 9435

Environmental Team Leader

FC Tsang

9223 4543

 


 

Appendix C

Alignment and Works Area for Contract No. 1732



 

 

Appendix D

Location Plan of Air Quality Monitoring Station



 

Appendix E

Calibration Certificates

(Air Quality Monitoring Equipment)


Appendix F

Monitoring Data (Air Quality Monitoring)


The Summary of 1-hour TSP Concentration (µg/m3) at Location DM1

Date

Weather

Start Time

1st Hour

2nd Hour

3rd Hour

µg/m3

µg/m3

µg/m3

6/12/2021

Sunny

10:20

60.6

58.1

62.9

11/12/2021

Sunny

10:25

60.8

61.7

59.4

17/12/2021

Fine

14:30

63.6

62.4

61.7

22/12/2021

Fine

10:40

61.1

62.8

60.4

28/12/2021

Fine

10:15

61.3

62.2

60.7

31/12/2021 

Sunny

14:30

60.2 

59.7 

62.4 

Minimum: 58.1 µg/m3

Maximum: 63.6 µg/m3

 

 

Appendix G

Waste Flow Table


Monthly Summary Waste Flow Table

Name of Department:      MTR          Contract No. / Works Order No.: _1732___

Monthly Summary Waste Flow Table for December 2021

(All quantities shall be rounded off to 1 decimal place.)

Month

 

Actual Quantities of Inert Construction Waste Generated Monthly

(a)

Total Quantity Generated

(b)

Hard Rock and Large Broken Concrete

(c)

Reused in the Contract

(d)

Reused in other Projects

(e)

Disposed of as Public Fill

(f)

Imported Fill

(in ‘tonnes)

(in ‘tonnes)

(in ‘tonnes)

(in ‘tonnes)

(in ‘tonnes)

(in ‘tonnes)

Jan-21

NA

NA

NA

NA

NA

NA

Feb-21

NA

NA

NA

NA

NA

NA

Mar-21

NA

NA

NA

NA

NA

NA

Apr-21

NA

NA

NA

NA

NA

NA

May-21

NA

NA

NA

NA

NA

NA

Jun-21

NA

NA

NA

NA

NA

NA

Sub-total

NA

NA

NA

NA

NA

NA

Jul-21

NA

NA

NA

NA

NA

NA

Aug-21

NA

NA

NA

NA

NA

NA

Sep-21

NA

NA

NA

NA

NA

NA

Oct-21

NA

NA

NA

NA

NA

NA

Nov-21

NA

NA

NA

NA

NA

NA

Dec-21

0.0

0.0

0.0

0.0

0.0

0.0

Total

0.0

0.0

0.0

0.0

0.0

0.0

2021

0.0

0.0

0.0

0.0

0.0

0.0

Accumulated Total

0.0

0.0

0.0

0.0

0.0

0.0


 


Month

Actual Quantities of Non-inert Construction Waste Generated Monthly

(g)

Metals

(h)

Paper/ cardboard packaging

(i)

Plastics

(j)

Chemical Waste

(k)

Others, e.g. General Refuse disposed of at Landfill

(in ‘000kg)

(in ‘000kg)

(in ‘000kg)

(in ‘000kg)

(in ‘tonnes)

generated

recycled

generated

recycled

generated

recycled

generated

recycled

generated

Jan-21

NA

NA

NA

NA

NA

NA

NA

NA

NA

Feb-21

NA

NA

NA

NA

NA

NA

NA

NA

NA

Mar-21

NA

NA

NA

NA

NA

NA

NA

NA

NA

Apr-21

NA

NA

NA

NA

NA

NA

NA

NA

NA

May-21

NA

NA

NA

NA

NA

NA

NA

NA

NA

Jun-21

NA

NA

NA

NA

NA

NA

NA

NA

NA

Sub-total

NA

NA

NA

NA

NA

NA

NA

NA

NA

Jul-21

NA

NA

NA

NA

NA

NA

NA

NA

NA

Aug-21

NA

NA

NA

NA

NA

NA

NA

NA

NA

Sep-21

NA

NA

NA

NA

NA

NA

NA

NA

NA

Oct-21

NA

NA

NA

NA

NA

NA

NA

NA

NA

Nov-21

NA

NA

NA

NA

NA

NA

NA

NA

NA

Dec-21

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

Total

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

2021

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

Accumulated Total

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0


 

Appendix H

Complaint Handling Procedure


 

Appendix I

Event-Action Plan (Air Quality Monitoring)


Note:  ET – Environmental Team; ER – Engineer’s Representative; IEC – Independent Environmental Checker


 

 

Appendix J

Statistics on Complaint, Notification of Summons and Successful Prosecution
Statistical Summary of Exceedance

Air Quality

Location

Action Level

Limit Level

Total

DM1

0

0

0

 

Statistical Summary of Environmental Complaint

Reporting Period

Environmental Complaint Statistics

Frequency

Cumulative

Complaint Nature

6 December 2021-

31 December 2021

0

0

N/A

 

Statistical Summary of Environmental Non-compliance

Reporting Period

Environmental Non-compliance Statistics

Frequency

Cumulative

Details

6 December 2021-

31 December 2021

0

0

N/A

 

Statistical Summary of Environmental Summons

Reporting Period

Environmental Summons Statistics

Frequency

Cumulative

Details

6 December 2021-

31 December 2021

0

0

N/A

 

Statistical Summary of Environmental Prosecution

Reporting Period

Environmental Prosecution Statistics

Frequency

Cumulative

Details

6 December 2021-

31 December 2021

0

0

N/A

 

 

Appendix K

Environmental Mitigation Implementation Schedule (EMIS)


EIA Ref.

Recommended Mitigation Measures

Objectives of the Recommended Measures & Main

Concern to Address

Implementation Agent

Location of the Measures

Implementation Stage

Requirements

Implementation Status

Air Quality (Construction Phase)

 

S3.8.1

Watering once per hour on active works areas, exposed    areas and unpaved haul roads during working hours.

To minimize dust impacts

Contractor

All works area

Construction phase

Air Pollution Control Ordinance (APCO)

To be implemented

S3.8.9

Implementation of dust suppression measures stipulated in the Air Pollution Control (Construction Dust) Regulation and good site practices should be carried out to further minimize construction dust impact.

 

·         Use of regular watering, with complete coverage, to reduce dust emissions from exposed site surfaces and unpaved roads, particularly during dry weather.

·         Use of frequent watering for particularly dusty construction areas and areas close to ASRs.

·         Side enclosure and covering of any aggregate or dusty material storage piles to reduce emissions. Where this is not practicable owing to frequent usage, watering should be applied to aggregate fines.

·         Open stockpiles should be avoided or covered. Where possible, prevent placing dusty material storage piles near ASRs.

·         Tarpaulin covering of all dusty vehicle loads transported to, from and between site locations.

·         Establishment and use of vehicle wheel and body washing facilities at the exit points of the site.

·         Provision of wind shield and dust extraction units or similar dust mitigation measures at the loading points, and use of water sprinklers at the loading area where dust generation is likely during the loading process of loose material, particularly in dry seasons/ periods.

·         Imposition of speed controls for vehicles on unpaved site roads. 8 kilometres per hour is the recommended limit.

·         Where possible, routing of vehicles and positioning of construction plant should be at the maximum possible distance from ASRs.

·         Every stock of more than 20 bags of cement or dry pulverised fuel ash (PFA) should be covered entirely by impervious sheeting or placed in an area sheltered on the top and the 3 sides.

·         Cement or dry PFA delivered in bulk should be stored in a closed silo fitted with an audible high level alarm which is interlocked with the material filling line and no overfilling is allowed.

·         Loading, unloading, transfer, handling or storage of bulk cement or dry PFA should be carried out in a totally enclosed system or facility, and any vent or exhaust should be fitted with an effective fabric filter or equivalent air pollution control system.

 

To minimize dust impacts

Contractor

All works area

Construction phase

Air Pollution Control Ordinance (APCO)

To be implemented

Noise Impact (Construction Phase)

S4.5.16

Implement the following good site practices as far as practicable:

 

·         Only well-maintained plant should be operated on-site and plant should be serviced regularly during the construction program;

 

·         Silencers or mufflers on construction equipment should be utilised and should be properly maintained during the construction program;

 

·         Mobile plant, is any, should be sited as far from NSRs as possible;

·         Machine and plant (such as trucks) that may be in intermittent use should be shut down between work periods or should be throttled down to a minimum;

·         Plant known to emit noise strongly in one direction should, wherever possible, be orientated so that the noise is directed away from the nearby NSRs; and

·         Material stockpiles and other structures should be effectively utilised, wherever practicable, in screening noise from on-site construction activities

 

To minimise impacts      to surrounding habitats

Contractor

All works area

Construction phase

TM-EIAO

Implemented

S4.5.17

Adopting quiet PME is recommended. The type of quiet  PME adopted in this assessment is for reference only. The contractors may adopt alternative quiet PME as long as it can be demonstrated that they would not result in construction noise impacts worse than those predicted in this assessment.

 

To reduce impact to affected NSRs

Contractor

All works area

Construction phase

TM-EIAO

Implemented

S4.5.19

Use of noise barriers and noise enclosures to provide screening for construction plant where recommended.

 

To reduce impact to affected NSRs

Contractor

All works area

Construction phase

TM-EIAO

N/A

Water Quality Impact (Construction Phase)

S5.8.4

Surface and road run-off from construction sites should be discharged into storm drains via adequately designed sand/silt removal facilities such as sand traps, silt traps and sedimentation basins. Channels or earth bunds or sand bag barriers should be provided on site to properly direct stormwater to such silt removal facilities. Perimeter channels should be provided on site boundaries where necessary to intercept storm run-off from outside the site so that it will not wash across the site. Catchpits and perimeter channels should be constructed in advance of site formation works and earthworks.

To minimise impact from construction site run-off

Contractor

All works area

Construction phase

Water Pollution Control Ordinance (WPCO),

Technical Memorandum on EIA Ordinance (EIAO-TM), ProPECC PN

1/94, Technical Memorandum on Standards for Effluents Discharged into Drainage and Sewerage Systems, Inland and Coastal Waters

(TM-DSS)

To be implemented

S5.8.5

Silt removal facilities, channels and manholes should be maintained and the deposited silt and grit should be removed regularly, at the onset of and after each rainstorm to prevent local flooding. Any practical options for the diversion and re- alignment of drainage should comply with both engineering and environmental requirements in order to provide adequate hydraulic capacity of all drains.

 

To minimise impact from construction site run-off

Contractor

All works area

Construction phase

WPCO, EIAO- TM, ProPECC PN 1/94, TM- DSS

To be implemented

S5.8.6

Construction works should be programmed to minimize soil excavation works in rainy seasons (April to September). If soil excavation cannot be avoided in these months or at any time of year when rainstorms are likely, for the purpose of preventing soil erosion, temporary exposed slope surfaces should be covered e.g. by tarpaulin, and temporary access roads should be protected by crushed stone or gravel, as excavation proceeds. Intercepting channels should be provided (e.g. along the crest / edge of excavation) to prevent storm runoff from washing across exposed soil surfaces. Arrangements should always be in place in such a way that adequate surface protection measures can be safely carried out well before the arrival of a rainstorm.

 

To minimise impact from construction site run-off

Contractor

All works area

Construction phase

WPCO, EIAO- TM, ProPECC PN 1/94, TM- DSS

To be implemented

S5.8.7

Earthworks final surfaces should be well compacted and the subsequent permanent work or surface protection should be carried out immediately after the final surfaces are formed to prevent erosion caused by rainstorms. Appropriate drainage like intercepting channels should be provided where necessary.

 

To minimise impact from construction site run-off

Contractor

All works area

Construction phase

WPCO, EIAO- TM, ProPECC PN 1/94, TM- DSS

To be implemented

S5.8.8

Measures should be taken to minimize the ingress of rainwater into trenches. If excavation of trenches in wet seasons is necessary, they should be dug and backfilled in short sections. Rainwater pumped out from trenches or foundation excavations should be discharged into storm drains via silt removal facilities.

 

To minimise impact from construction site run-off

Contractor

All works area

Construction phase

WPCO, EIAO- TM, ProPECC PN 1/94, TM- DSS

To be implemented

S5.8.9

If bentonite slurries are required for any construction works, they should be reconditioned and reused wherever practicable to minimise the disposal volume of used bentonite slurries. Temporary enclosed storage locations should be provided on-site for any unused bentonite that needs to be transported away after the related construction activities are completed. Requirements as stipulated in ProPECC Note PN 1/94 should be closely followed when handling and disposing bentonite slurries.

 

To minimise impact from construction site run-off

Contractor

All works area

Construction phase

WPCO, EIAO- TM, ProPECC PN 1/94

N/A

S5.8.10

Open stockpiles of construction materials (e.g. aggregates, sand and fill material) on sites should be covered with tarpaulin or similar fabric during rainstorms.

To minimise impact from construction site run-off

Contractor

All works area

Construction phase

WPCO, EIAO- TM, ProPECC PN 1/94, TM- DSS

To be implemented

S5.8.11

Manholes (including newly constructed ones) should always be adequately covered and temporarily sealed so as to prevent silt, construction materials or debris from getting into the drainage system, and to prevent storm run-off from getting into foul sewers. Discharge of surface run-off into foul sewers must always be prevented in order not to unduly overload the foul sewerage system.

 

To minimise impact from construction site run-off

Contractor

All works area

Construction phase

WPCO, EIAO- TM, ProPECC PN 1/94, TM- DSS

To be implemented

S5.8.12

Good site practices should be adopted to remove rubbish and litter from construction sites so as to prevent the rubbish and litter from spreading from the site area. It is recommended to clean the construction sites on a regular basis.

 

To minimise impact from construction site run-off

Contractor

All works area

Construction phase

WPCO, EIAO- TM, ProPECC PN 1/94, TM- DSS

Implemented

S5.8.12

The following mitigation measures related to the transportation of the sediment should be implemented to minimize the potential water quality impact:

Loading of the excavated sediment to the barge shall be controlled to avoid splashing and overflowing of the sediment slurry to the surrounding water.

          The barge transporting the sediments to the designated disposal sites shall be equipped with tight fitting seals to prevent leakage and shall not be filled to a level that would cause overflow of materials or laden water during loading or transportation.

          Monitoring of the barge loading shall be conducted to

ensure that loss of material does not take place during transportation. Transport barges or vessels shall be equipped with automatic self-monitoring devices as specified by the Director of Environmental Protection (DEP).

 

To minimise impact from transportation of sediment

Contractor

Barging          point and barges

Construction phase

WPCO, EIAO- TM, ProPECC PN 1/94

N/A

S5.8.13

There is a need to apply to EPD for a discharge licence for discharge of effluent from the construction site under the WPCO. The discharge quality must meet the requirements specified in the discharge licence. All the runoff and wastewater generated from the works areas should be treated so that it satisfies all the standards listed in the TM- DSS. The beneficial uses of the treated effluent for other on- site activities such as dust suppression, wheel washing and general cleaning etc., can minimise water consumption and reduce the effluent discharge volume. If monitoring of the treated effluent quality from the works areas is required during the construction phase of the Project, the monitoring should be carried out in accordance with the relevant WPCO licence.

 

To minimize impact from effluent discharge

Contractor

All works area

Construction phase

WPCO, EIAO- TM, ProPECC PN 1/94, TM- DSS

Pending for approval

S5.8.14

Water for Bored Piling Works

Water used in ground boring and drilling for site investigation or rock / soil anchoring should be re-circulated as far as practicable after sedimentation. When there is a need for final disposal, the wastewater should be discharged into storm drains via silt removal facilities.

 

To minimise impact from construction site run-off

Contractor

All works area

Construction phase

WPCO, EIAO- TM, ProPECC PN 1/94, TM- DSS

To be implemented

S5.8.15

Wheel Washing Water

Wash-water from wheel washing facility should have been treated by silt removal facilities before discharging into storm drains. Treated wash-water could be used as dust suppression measures as far as practicable. The section of access road between the wheel washing bay and the public road should be paved to reduce vehicle tracking of soil and to prevent silty water from entering public road and drains.

To minimise impact from construction site run-off

Contractor

All works area

Construction phase

WPCO, EIAO- TM, ProPECC PN 1/94, TM- DSS

To be implemented

S5.8.16

Construction Works near Channelized Watercourse / Ditch

For minimization of potential water quality impacts from the works to nearby inland channelized watercourse/ditch near SHWSTW, the practices outlined in ProPECC Note PN 1/94 “Construction Site Drainage” and ETWB TC (Works) No.5/2005 “Protection of natural streams / rivers from adverse impacts arising from construction works” should be adopted where applicable. Relevant mitigation measures are listed below:

 

·      The use of less or smaller construction plants may be specified in works area close to the inland water bodies.

·      Temporary storage of material (e.g. equipment, filling materials, chemicals and fuel) and temporary stockpile of construction materials should be located well away from watercourse/ditch when carrying out of the construction works. Stockpiling of construction materials and dusty materials should be covered and located away from any watercourse/ditch.

·      Construction debris and spoil should be covered up and / or disposed of as soon as possible to avoid being washed into the nearby water receivers.

·      Construction activities, which generate large amount of wastewater, should be carried out in a distance away from the watercourse/ditch, where practicable. Construction effluent, site run-off and sewage should be properly collected and / or treated.

 

To minimise impact from construction site run-off

Contractor

All works area

Construction phase

WPCO, EIAO- TM, ProPECC PN 1/94, TM- DSS, ETWB

TC(Works) No. 5/2005

To be implemented

S5.8.17 – S5.8.19

Accidental Spillage of Chemicals

·         The Contractor should register as a chemical waste producer if chemical wastes would be produced from the construction activities. The Waste Disposal Ordinance (Cap 354) and its subsidiary regulations in particular the Waste Disposal (Chemical Waste)(General) Regulation, should be observed and complied.

·         Any service shop and maintenance facilities should be located on hard standings within a bunded area, and sumps and oil interceptors should be provided. Maintenance of vehicles and equipment involving activities with potential for leakage and spillage should only be undertaken within the areas appropriately equipped to control these discharges.

·         Disposal of chemical wastes should be carried out in compliance with the Waste Disposal Ordinance. The Code of Practice on the Packaging, Labelling and Storage of Chemical Wastes published under the Waste

Disposal Ordinance details the requirements to deal with chemical wastes. General requirements are given as follows:

·         Suitable containers should be used to hold the chemical wastes to avoid leakage or spillage during storage, handling and transport.

·         Chemical waste containers should be suitably labelled, to notify and warn the personnel who are handling the wastes, to avoid accidents.

·         Storage area should be selected at a safe location on site and adequate space should be allocated to the storage area.

 

To minimise impact from accidental spillage

Contractor

All works area

Construction phase

WPCO, EIAO-

TM, Waste Disposal Ordinance (WDO), Waste Disposal (Chemical Waste) (General) Regulation

Implemented

S5.8.22 – S5.8.24

Groundwater from Contaminated Areas, Contaminated Site Runoff and Wastewater from Land Decontamination

·       Remediation of contaminated land should be properly conducted following the recommendations of Land Contamination Assessment to be conducted in future. Any excavated contaminated material and exposed contaminated surface should be properly housed andcovered to avoid generation of contaminated runoff. Open stockpiling of contaminated materials should not be allowed. Any contaminated runoff or wastewater generated from the land decontamination processes should be properly collected and diverted to wastewater treatment facilities (WTF) as necessary. The WTF shall deploy suitable treatment processes (e.g. oil interceptor/ activated carbon) to reduce the pollution level to an acceptable standard and remove any prohibited substances (such as total petroleum hydrocarbon) to an undetectable range. All treated effluent from the wastewater treatment system shall meet the requirements as stated in TM-DSS and should be either discharged into the foul sewers or tankered away for proper disposal.

·         No direct discharge of groundwater from contaminated areas should be adopted. Prior to any excavation works within the potentially contaminated areas, the baseline groundwater quality in these areas should be reviewed based on the past relevant site investigation data and any additional groundwater quality measurements to be performed with reference to Guidance Note for Contaminated Land Assessment and Remediation and the review results should be submitted to EPD for examination. If the review results indicated that the groundwater to be generated from the excavation works would be contaminated, this contaminated groundwater should be either properly treated or properly recharged into the ground in compliance with the requirements of the TM-DSS. If wastewater treatment is to be deployed for   treating   the   contaminated   groundwater,   the

wastewater treatment unit shall deploy suitable treatment processes (e.g. oil interceptor / activated carbon) to reduce the pollution level to an acceptable standard and remove any prohibited substances (such as total petroleum hydrocarbon) to an undetectable range. All treated effluent from the wastewater treatment plant shall meet the requirements as stated in the TM-DSS and should be either discharged into the foul sewers or tankered away for proper disposal.

·         If deployment of wastewater treatment is not feasible for handling the contaminated groundwater, groundwater recharging wells should be installed as appropriate for recharging the contaminated groundwater back into the ground. The recharging wells should be selected at places where the groundwater quality will not be affected by the recharge operation as indicated in section 2.3 of TM-DSS. The baseline groundwater quality should be determined prior to the selection of the recharge wells,

and submit a working plan to EPD for agreement. Pollution levels of groundwater to be recharged shall not be higher than pollutant levels of ambient groundwater at the recharge well. Groundwater monitoring wells should be installed near the recharge points to monitor the effectiveness of the recharge wells and to ensure that no likelihood of increase of groundwater level and transfer of pollutants beyond the site boundary. Prior to recharge, free products should be removed as necessary by installing the petrol interceptor.

·         The Contractor should apply for a discharge licence under the WPCO through the Regional Office of EPD for groundwater recharge operation or discharge of treated groundwater.

 

To minimise impact from groundwater from contaminated areas, contaminated site run-off/ wastewater from land decontamination

Contractor

All works area confirmed with land contamination

Construction phase

WPCO, EIAO- TM, TM-DSS,

Guidance Note for Contaminated Land Assessment

N/A

Waste Management Implication (Construction Phase)

S7.5.3

Recommendations for good site practices during the construction phase include:

·          Nomination of approved personnel, such as a site manager, to be responsible for implementation of good site practices, arrangements for waste collection and effective disposal to an appropriate facility;

·          Training of site personnel in site cleanliness, concepts of waste reduction, reuse and recycling, proper waste management and chemical waste handling procedures;

·          Provision of sufficient waste reception/ disposal points, and regular collection of waste;

·          Adoption of appropriate measures to minimise windblown litter and dust during transportation of waste by either covering trucks or by transporting wastes in enclosed containers; Provision of regular cleaning and maintenance programme for drainage systems, sumps and oil interceptors;

·          Adoption of a recording system for the amount of wastes generated, recycled and disposed (including the disposal sites); and

·          Preparation of Waste Management Plan (WMP), as part of the Environmental Management Plan (EMP)

 

To avoid and minimize impacts arising from waste management

Contractor

All works areas

Construction phase

Waste Disposal Ordinance (WDO)

and Public

Cleansing and Prevention of Nuisances Regulation (Cap. 132BK)

Implemented

S7.5.4

Recommendations to achieve waste reduction are as follow:

·          Segregate and store different types of construction related waste in different containers, skips or stockpiles to enhance reuse or recycling of materials and their proper disposal;

·          Provide separate labelled bins to segregate recyclable waste such as aluminium cans from other general refuse generated by the work force, and to encourage collection by individual collectors;

·          Recycle any unused chemicals or those with remaining functional capacity;

·          Maximise the use of reusable steel formwork to reduce the amount of C&D materials;

·          Adopt proper storage and site practices to minimise the potential for damage to, or contamination of construction materials;

·          Plan the delivery and stock of construction materials carefully to minimise the amount of waste generated; and

·          Minimize over ordering and wastage through careful planning during purchasing of construction materials.

 

To minimize waste generation

Contractor

All works areas

Construction phase

WDO

To be implemented

S7.5.6

To minimise the impact resulting from collection and transportation of C&D materials as far as practicable, C&D  waste, such as wood, plastic, steel and other metals should be reused or recycled and, as a last resort, disposed to landfill. A suitable area should be designated within the site for temporary stockpiling of C&D materials and to facilitate the sorting process.

 

To minimise the disposal of C&D waste

Contractor

All works areas

Construction phase

WDO

To be implemented

S7.5.6

Within the stockpile areas, the following measures should be taken to control potential environmental impacts or nuisance:

·          Proper handling and storage of waste such as soil by means of covers and/or water spraying system to minimise the potential environmental impact and to prevent materials from wind-blown or being washed away;

·          Covering materials during heavy rainfall;

·          Locating stockpiles to minimise potential visual impacts;

·          Minimising land intake of stockpile areas as far as possible;

·          Adopting GPS or equivalent system for tracking and monitoring of all dump trucks engaged for the Project in recording their travel routings and parking locations to prohibit illegal dumping and landfilling of C&D materials; and

·          Keeping record and analysis of data collected by GPS or equivalent system related to travel routings and parking locations of dump trucks engaged on site.

 

To avoid and minimize impacts arising from waste management

Contractor

All works areas

Construction phase

WDO

To be implemented

S7.5.7 to S7.5.9

General refuse should be stored in enclosed bins or compaction units separate from C&D materials and chemical waste. A reputable waste collector should be employed by the contractor to remove general refuse from the site, separately from C&D materials and chemical wastes. An enclosed and covered area is preferred to reduce the occurrence of 'wind blown' light materials.

 

The recyclable component of general refuse, such as aluminium cans, paper and cleansed plastic containers shall be separated from other waste. Provision and collection of recycling bins for different types of recyclable waste shall be set up by the Contractor. The Contractor shall also be responsible for arranging recycling companies to collect these materials.

 

The Contractor shall carry out an education programme for workers in avoiding, reducing, reusing and recycling of materials generation. Posters and leaflets advising on the use of the bins shall also be provided in the sites as reminders.

 

To avoid and minimize impacts arising from waste management

Contractor

All works areas

Construction phase

WDO

Implemented

S7.5.10 to S7.5.12

If chemical wastes were to be produced at the construction site, the Contractor would be required to register with the EPD as a Chemical Waste Producer, and to follow the guidelines stated in the Code of Practice on the Packaging, Labelling and Storage of Chemical Wastes.

 

Appropriate containers with proper labels should be used for storage of chemical wastes. Chemical wastes should be collected and delivered to designated outlet by a licensed collector. Chemical wastes (e.g. spent lubricant oil) should be recycled at an appropriate facility as far as possible, while the chemical waste that cannot be recycled should be disposed of at either the CWTC, or another licensed facility, in accordance with the Waste Disposal (Chemical Waste) (General) Regulation.

 

Any unused chemicals or those with remaining functional capacity should be collected for reuse as far as practicable.

 

To avoid and minimize impacts arising from waste management

Contractor

All works areas

Construction phase

WDO

Implemented

S7.5.13 to S7.5.14

The sediment should be excavated, handled, transported and disposed of in a manner that would minimise adverse environmental impacts. For minimization of sediment disposal, beneficial reuse will be considered on site as far as practicable during the construction stage before the disposal of excavated sediment.

 

Requirements of the Air Pollution Ordinance (Construction Dust) Regulation, where relevant, shall be adhered to during excavation, transportation and disposal of sediments.

 

To avoid and minimize impacts arising from waste management

Contractor

All works areas

Construction phase

APCO WDO

N/A

S7.5.15

In order to minimise the exposure to contaminated  materials, workers shall, when necessary, wear appropriate personal protective equipment (PPE) when handling contaminated sediments. Adequate washing and cleaning facilities shall also be provided on site.

 

To avoid and minimize impacts arising from waste management

Contractor

All works areas

Construction phase

WDO

N/A

S7.5.20

Stockpiling of contaminated sediments shall be avoided as far as possible. If temporary stockpiling of contaminated sediments is unavoidable, the excavated sediment shall be covered by tarpaulin and the area shall be placed within earth bunds or sand bags to prevent leachate from entering the ground, nearby drains and/or surrounding water bodies. The stockpiles shall be completely paved or covered by linings in order to avoid contamination to underlying soil or groundwater. Separate and clearly defined areas shall be provided for stockpiling of contaminated and uncontaminated materials. Leachate, if any, shall be collected and discharged according to the Water Pollution Control Ordinance (WPCO).

 

To avoid and minimize impacts arising from waste management

Contractor

All works areas

Construction phase

WPCO

N/A

S7.5.21

In order to minimise the potential odour / dust emissions during excavation and transportation of the sediment, the excavated sediments shall be wetted during excavation / material handling and shall be properly covered when placed on trucks or barges. Loading of the excavated sediment to the barge shall be controlled to avoid splashing and overflowing of the sediment slurry to the surrounding water.

 

To avoid and minimize impacts arising from waste management

Contractor

All works areas

Construction phase

WDO APCO

N/A

Land Contamination

S8.9.3

To minimise environmental impacts arising from the handling of potentially contaminated materials, the following environmental precautionary measures are recommended to be utilised during the course of any required site remediation:

·         Excavation profiles must be properly designed and executed with attention to the relevant requirements for environment, health and safety;

·         Establish and maintain a Health and Safety Plan with the

information below before commencement of the SI:

(a)    Instruction of works on work procedures, safe practices, emergency duties, and applicable regulations;

(b)    Regularly scheduled meetings of the workers in which the possible hazards, problems of the job, and related safe practices are emphasized and discussed;

(c)    Good housekeeping practices; and

(d)    Availability of and instruction in the location, use and maintenance of personal protective equipment.

·         Excavation shall be carried out during dry season as far as possible to minimise contaminated runoff from contaminated soils;

·         Supply of suitable clean backfill material (or treated soil)

after excavation;

·         Stockpiling site(s) shall be lined with impermeable sheeting and bunded. Stockpiles shall be fully covered by impermeable sheeting to reduce dust emission. If this is not practicable due to frequent usage, regular watering shall be applied. However, watering shall be avoided on stockpiles of contaminated soil to minimise contaminated runoff;

·         Vehicles containing any excavated materials shall be suitably covered to limit potential dust emissions or contaminated wastewater run-off, and truck bodies and tailgates shall be sealed to prevent any discharge during transport or during wet conditions;

·         Speed control for the trucks carrying contaminated      materials shall be enforced;

·         Vehicle wheel and body washing facilities at the site’s exist points shall be established and used; and

·         Pollution control measures for air emissions (e.g. from biopile blower and handling of cement), noise emissions (e.g. from blower or earthmoving equipment), and water discharges (e.g. runoff control from treatment facility) shall be implemented and complied with relevant regulations and guidelines.

 

To control land remediation work

Contractor

Area identified with land contamination

Prior to the commencement of construction works at the contaminated areas

“Guidance Note for Contaminated Land Assessment and Remediation”

 

“Guidance Manual for Use of Risk-based Remediation Goals for Contaminated Land Management

 

“Public Cleansing and Prevention of Nuisances Regulation (Cap. 132BK)”

 

APCO, WDO

and WPCO

N/A

Landscape and Visual Impact (Construction Phase)

S9.8.1

Trees unavoidably affected by the works should be transplanted as far as possible in accordance with DEVB TC(W) 7/2015 – Tree Preservation or LAO PN 7/2007 - Tree Preservation and Tree Removal Application for Building Development in Private Projects where applicable.

To transplant affected trees

Contractor

All works areas

Construction phase

DEVB TC(W)

No. 7/2015 or LAO PN

7/2007 where applicable

N/A

S9.8.1

Control of night-time lighting glare.

To minimize the Landscape and visual impact on

surrounding setting

Contractor

All works areas

Construction phase

TM-EIAO

N/A

S9.8.1

Erection of decorative screen hoarding which should be compatible with the surrounding setting.

To minimize the Landscape and visual impact on

surrounding setting

Contractor

All works areas

Construction phase

TM-EIAO

N/A

S9.8.1

Management of facilities on work sites by controlling the height and disposition/arrangement of all facilities on the works site to minimize visual impact to adjacent VSRs.

 

To minimize visual impact to adjacent VSRs.

Contractor

All works areas

Construction phase

-

N/A

S9.8.1

All hard and soft landscape areas disturbed temporarily during construction should be reinstated on like-to-like basis, to the satisfaction of the relevant Government Departments.

 

To minimize the landscape impact on surrounding setting

Contractor

All works areas

Construction phase

-

To be implemented

 


 

Appendix L

Monitoring Schedule of the Reporting Month


 


 

Appendix M

Monitoring Schedule of the Coming Month