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 |
Temp: ¡Ó0.2¢XC Turb: ¡Ó3%
or 0.3NTU (FNU) |
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 |
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 |
4.3.1
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.
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.) |
4.5.1
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.
4.6.1
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:
¡±
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.
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 |
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 |