Appendix 4.14b |
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Predicted Noise Levels from Pavement Breaking and Trench
Excavation with Rock during Sewer Construction (With the Use of Quiet
Equipment, Restriction on Number of Plant Operating and Use of Noise
Screening Structures) |
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Sensitive receiver |
Distance from
Construction Activities, m |
Breaking up pavement, dB(A) |
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Excavation of trench, dB(A) |
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With noise screening structure |
Without
noise screening structure |
With noise screening structure |
Without noise screening
structure |
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SWL |
98.0 |
#REF! |
98.6 |
#REF! |
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CMV1 |
3 |
83.5 |
#REF! |
84.1 |
#REF! |
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CMV2 |
4 |
81.0 |
#REF! |
81.6 |
#REF! |
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CMV3 |
10 |
73.0 |
#REF! |
73.6 |
#REF! |
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CMV4 |
12 |
71.4 |
#REF! |
72.0 |
#REF! |
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CMV5 |
6 |
77.4 |
#REF! |
78.0 |
#REF! |
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CMV6 |
6 |
77.4 |
#REF! |
78.0 |
#REF! |
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THT |
6 |
77.4 |
#REF! |
78.0 |
#REF! |
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SKW1 |
4 |
81.0 |
#REF! |
81.6 |
#REF! |
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SKW2 |
4 |
81.0 |
#REF! |
81.6 |
#REF! |
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SKW3 |
3 |
83.5 |
#REF! |
84.1 |
#REF! |
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SKW4 |
3 |
83.5 |
#REF! |
84.1 |
#REF! |
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SKW5 |
20 |
67.0 |
#REF! |
67.6 |
#REF! |
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SKW6* |
12 |
61.4 |
#REF! |
62.0 |
#REF! |
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SKW7* |
12 |
61.4 |
#REF! |
62.0 |
#REF! |
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SKW8* |
12 |
61.4 |
#REF! |
62.0 |
#REF! |
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SKW9* |
12 |
61.4 |
#REF! |
62.0 |
#REF! |
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SKW10 |
2 |
87.0 |
#REF! |
87.6 |
#REF! |
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SKW11 |
6 |
77.4 |
#REF! |
78.0 |
#REF! |
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SKW12 |
3 |
83.5 |
#REF! |
84.1 |
#REF! |
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TSW1 |
6 |
77.4 |
#REF! |
78.0 |
#REF! |
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TSW2 |
10 |
73.0 |
#REF! |
73.6 |
#REF! |
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TSW3 |
6 |
77.4 |
#REF! |
78.0 |
#REF! |
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TSW4 |
4 |
81.0 |
#REF! |
81.6 |
#REF! |
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MTW1 |
190 |
47.4 |
#REF! |
48.0 |
#REF! |
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MTW2 |
240 |
45.4 |
#REF! |
46.0 |
#REF! |
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Note: |
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3 dB(A) facade
effect was added in the calculation |
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* Assumed 10dB(A) noise attenuation for
NSR which would be totally screened from construction activity |
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Boldface indicate an exceedance of the noise criteria of 75dB(A) for
residential uses and 70 dB(A) for temple and library |
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