Table 8.6h Comparison of Baseline, Impact and Post-construction Water Quality Monitoring Results
(Suspended Solids, Mid Flood Tide)
|
Station(s) |
Baseline (October to November 2011) |
Impact (Feb 2013 to Oct 2018) |
Post-construction (Oct to Nov 2018) |
|||
|
Suspended Solids (mg/L), depth-average |
||||||
|
Min |
Max |
Min |
Max |
Min |
Max |
|
|
CS1 |
7.6 |
40.5 |
1.0 |
58.5 |
6.4 |
14.9 |
|
CS2 |
9.4 |
23.3 |
1.0 |
85.8 |
6.2 |
14.9 |
|
IS1 |
8.9 |
25.7 |
1.6 |
82.5 |
5.4 |
12.7 |
|
IS2 |
9.3 |
21.3 |
4.7 |
12.5 |
6.3 |
32.4 |
|
IS3 |
7.8 |
28.5 |
1.6 |
115.4 |
7.1 |
18.2 |
|
IS4 |
8.6 |
20.3 |
1.1 |
70.8 |
6.1 |
14.1 |
|
SR1 |
8.4 |
31.5 |
3.5 |
13.3 |
6.7 |
18.5 |
|
SR2 |
8.5 |
32.5 |
1.4 |
64.8 |
6.9 |
14.1 |
|
SR3 |
7.6 |
28.0 |
3.7 |
12 |
7.9 |
22.4 |
|
SR6 |
5.5 |
24.0 |
0.6 |
62.2 |
6.3 |
22.4 |
|
SRA |
6.5 |
15.3 |
1.4 |
47.2 |
7.7 |
21.1 |
|
ST1 |
7.6 |
20.0 |
1.6 |
187 |
8.5 |
25.4 |
|
ST2 |
7.7 |
23.0 |
1.2 |
182.3 |
6.0 |
17.0 |
|
ST3 |
8.2 |
43.3 |
1.7 |
62 |
5.7 |
13.1 |