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BOC Immingham Dissolved Acetylene Project Environmental Statement: Vol. 2 Main Text<br />

11.16 Part 2 of BS 5228 gives guidance on methods for measuring vibration and how to assess its<br />

effects on the environment and people. The main vibration impacts are likely to arise from piling<br />

activities or heavy construction vehicle movements near sensitive receptors. Annex B gives<br />

guidance on the significance of vibration effects in terms of human response to vibration (see<br />

Table 11.1) and structural response to vibration (see Table 11.2).<br />

Vibration<br />

Level<br />

Table 11.1 Guidance on Effects of Vibration Levels Perceptible to Humans<br />

Effect<br />

0.14 mm/s Vibration might be just perceptible in the most sensitive situations for most<br />

vibration frequencies associated with construction. At lower frequencies, people<br />

are less sensitive to vibration.<br />

0.3 mm/s Vibration might be just perceptible in residential environments.<br />

1.0 mm/s It is likely that vibration of this level in residential environments will cause<br />

complaint, but can be tolerated if prior warning and explanation has been given to<br />

residents.<br />

10 mm/s Vibration is likely to be intolerable for any more than a very brief exposure to this<br />

level.<br />

Table 11.2 Transient Vibration Guide Values for Cosmetic Damage<br />

Type of Building Peak Component Particle Velocity in<br />

Frequency Range of Predominant Pulse<br />

Reinforced or framed structures 50 mm/s at 4 Hz and<br />

Industrial and heavy commercial buildings<br />

above<br />

Unreinforced or light framed structures 15 mm/s at 4 Hz<br />

increasing to 20 mm/s<br />

Residential or light commercial buildings<br />

at 15 Hz<br />

4 Hz to 15 Hz 15 Hz and above<br />

50 mm/s at 4 Hz and<br />

above<br />

20 mm/s at 15 Hz<br />

increasing to 50 mm/s<br />

at 40 Hz and above<br />

11.17 Annex D of Part 2 of BS 5228 provides some historical measured vibration levels for various piling<br />

methods and Annex E gives empirical formulae for the prediction of the resultant peak particle<br />

velocity vibration levels for various types of piling. The formulae found in Annex E can be used to<br />

estimate the vibration levels when detailed information about the piling method is known. If only<br />

general information is known about the piling activities then a range of levels can be obtained from<br />

the historical data presented in Annex D.<br />

Operational Activities<br />

11.18 The guidance documents used for assessing the potential impacts of fixed and mobile noise<br />

sources within the development, once it is operational, are described below.<br />

Horizontal Guidance Note IPPC H3 Part 2 Noise Assessment and Control, 2002<br />

11.19 The Horizontal Guidance Note IPPC H3 Part 2 outlines the noise and vibration impact assessment<br />

requirements for new and existing industrial sites. The aim of the guidance is to assist in<br />

determining noise related BAT for a given installation.<br />

5100935.404 Environmental Statement August 2011 190

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