4.                   WATER QUALITY

4.1                   Monitoring Requirement

4.1.1                                 In accordance with the EM&A Manual, impact monitoring is conducted for three days per week at mid-flood and mid-ebb with sampling and measurement at the designated monitoring stations.

4.2                   Monitoring Equipment

4.2.1                Equipment used for in-situ measurement and water sampling during impact water quality monitoring is summarised in Table 4.1. The equipment is in compliance with the requirements set out in the EM&A Manual. All in-situ monitoring instruments were calibrated by a HOKLAS-accredited laboratory. Calibration of temperature, DO, salinity, pH and turbidity is conducted in three month interval. Calibration certificates for the water quality monitoring equipment are attached in Appendix D.

Table 4.1 ¡V Water Quality Monitoring and Sampling Equipment

Parameter

Equipment

Model

Range

Equipment Accuracy

Serial No.

Temperature,

Dissolved Oxygen,

Salinity,

pH,

Turbidity

Water Quality Monitoring Device

Xylem EXO 3

Temp: -5 to 50¢XC

DO: 0-50mg/L

DO%: 0-500%

Sal: 0 to 70ppt

pH: 0 to 14 pH units
Turb: 0-4000NTU

Temp: ¡Ó0.2¢XC
DO: ¡Ó0.1mg/L or 1% for 0-20mg/L;
¡Ó5% for 20-50mg/L
Sal: ¡Ó2% of the reading or 0.2 ppt (whichever greater)
pH: ¡Ó0.2 units

Turb: ¡Ó3% or 0.3NTU (FNU)
(whichever greater)

19A105807

19A105808

Current Velocity and Direction

Current Meter

Valeport Model 106

Speed: 0.03 to 5 m/s

Direction: 0 to 360

Speed: ¡Ó 1.5% of reading above 0.15m/s, ¡Ó 0.004 m/s below 0.15m/s
Direction: ¡Ó 2.5o

67738

River Surveyor M9

Water Depth: 0-80m

Water Depth: 1%

Current speed: ¡Ó0.25% of measured velocity or ¡Ó0.2cm/s

Current direction: ¡Ó2degree magnetic

5906

Water Sampling

Water Sampler

Acrylic Beta Water Bottle Kit, Horizontal, 3.2L / 4.2L

NA

NA

NA

Positioning

DGPS

Simrad MX521B Smart Antenna with Simrad MX610 CDU

NA

GPS: ¡Ó1m

NA

Water Depth

Echo Sounder

Garmin ECHO 101

Maximum depth: 457.2 m

0.1 m

NA

4.3                   Equipment Calibration

4.3.1                All in-situ monitoring instruments shall be checked, calibrated and certified by a laboratory accredited under HOKLAS before use and subsequently re-calibrated at three monthly intervals throughout all stages of the water quality monitoring programme. Responses of sensors and electrodes shall 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.

4.3.2                Sufficient stocks of spare parts shall be maintained for replacements when necessary. Backup monitoring equipment shall also be made available so that monitoring is uninterrupted even when some equipment is under maintenance or calibration etc.

4.4                   Monitoring Parameters

The monitoring parameters and frequency for both in-situ measurement and laboratory analysis are summarised in Table 4.2.

Table 4.2 ¡V Monitoring Parameters and Frequency

Parameters

Monitoring Frequency

In-situ Measurement

Turbidity (in NTU), pH, DO (in mg/L and % of saturation), Temperature (in ¢XC), Salinity (in ppt)

Laboratory Analysis

Suspended Solids

3 days per week, at mid-flood and mid-ebb tides

(The interval between two sets of monitoring shall not be less than 36 hours.)

4.5                   Monitoring Operation

4.5.1                The position of water monitoring station will be located by the Differential Global Positioning System (DGPS) or equivalent. The water depth of water monitoring station will be determined by the echo sounder affixed to the bottom of the monitoring vessel or a portable echo sounder depth detector.

4.5.2                Once the location and water depth are confirmed, water samples shall be collected at 3 depths (1m below the surface, mid-depth, and 1m above the seabed) of the water column at each location, except where water depth is less than 6m, the mid-depth will be omitted and if the water depth is less than 3m only the mid-depth station will be monitored. Duplicate marine samples will be collected in each sampling event. The water samples are decanted from the water sampler into the water sample bottles. The bottles are labelled, tightly sealed, placed into a cool-box and packed with ice ready for delivery to the laboratory.

4.5.3                Two consecutive measurements of water quality data, including pH, salinity, dissolved oxygen and turbidity will be recorded according to the monitoring locations. Separate deployment of the monitoring instruments and water samplers will be conducted for the consecutive measurements or samplings. The monitoring location / position, time, water depth, sampling depth, tidal stages, weather conditions, sea condition and any special phenomena or work underway nearby shall also be recorded. If the difference in value between the first and second measurement of DO or turbidity parameters is more than 25% of the value of the first reading, the reading shall be discarded and further readings should be taken.

4.6                   Laboratory Measurement / Analysis

Background

4.6.1                Fugro Technical Services Limited (HOKLAS Reg: No.015) has been appointed to conduct the laboratory measurement or analysis of water sample in this project.

Quality Assurance / Quality Control

4.6.2                The laboratory incorporates a variety of QA/QC monitoring programme into their testing system. Where applicable or available, the quality of the analysis will be monitored by conducting the following QC analysis:

For each batch of 20 samples:

¡±  A minimal of 1 laboratory method blank will be analyzed;

¡±  A minimal of 1 sample duplicate will be analyzed; 

¡±  A minimal of 1 sample matrix spike will be analyzed.

4.7                   Monitoring Locations

4.7.1                In accordance with the EM&A Manual, water quality monitoring should be carried out at 3 designated monitoring locations.

4.7.2                                 The coordinates of the monitoring location stated in the EM&A Manual is summarised in Table 4.3 and the locations of the water quality monitoring stations shown in Figure 4.

Table 4.3 ¡V Coordinates of Water Quality Monitoring Locations

Sampling Location

Easting

Northing

M1

Serve as the control station at upstream location of construction site (Flood Tide) / Serve as the impact station at downstream location of construction site (Ebb Tide)

821 086

836 656

M2

Serve as the impact station at downstream location of construction site (Flood Tide)/ Serve as the control station at upstream location of construction site (Ebb Tide)

820 996

836 246

M3

Serve as the impact station at downstream location of construction site (Flood Tide) / Serve as the control station at upstream location of construction site (Ebb Tide)

820 645

836 335

4.8                   Monitoring Results

4.8.1                                 The schedule of water quality monitoring in reporting month is provided in Appendix E.

4.8.2                                 Impact water quality monitoring was conducted at all designated monitoring stations in the reporting month. Impact water quality monitoring results and graphical presentations are provided in Appendix F.

4.8.3                                 Typhoon Signal No. 3 was hoisted on 20 July 2021. Due to safety concerns, the water quality monitoring on 20 July 2021 has been cancelled.

4.8.4                                 The weather conditions during the monitoring are provided in Appendix K.

4.8.5                                 Number of exceedance recorded in the reporting month at each impact stations is summarized in Table 4.4.

Table 4.4 ¡V Summary of Water Quality Exceedance

Sampling Location

Exceedance Level

DO

Turbidity

Suspended Solids

Total

 

 

Flood

Ebb

Flood

Ebb

Flood

Ebb

Flood

Ebb

M1

Action

0

0

0

0

0

0

0

0

Limit

0

0

0

0

0

3

0

3

M2

Action

0

0

0

0

0

0

0

0

Limit

0

0

0

0

0

0

0

0

M3

Action

0

0

0

0

0

0

0

0

Limit

0

0

0

0

0

0

0

0

Total

Action

0

0

0

0

0

0

0

Limit

0

0

0

0

0

3

3

4.8.6                                 During the reporting period, 3 Limit Level exceedances for Suspended Solids were recorded.

4.8.7                                 Based on the finding from the investigation on the recorded case of exceedances, the cause was found not related to the project. The exceedances may be caused by influences in the vicinity of the station or changes of the ambient conditions.

4.8.8                                 The details of Notification of Exceedance can be referred to Appendix Q.

4.8.9                                 The Event and Action Plan for water quality is given in Appendix H.

5.