Glenbrook Sation REF (pdf 3.15MB) - Transport for NSW - NSW ...

More documents

Recommendations

Info

Review of Environmental FactorsGlenbrook commuter car park and interchange upgradeThe results of continuous unattended noise monitoring at this location, during the one weekmeasurement period, show levels typical of a rural‐residential zone noise environment. Low evening andnight‐time noise levels are dominated by the natural environment with some infrequent human activity,including rail noise. Daytime noise levels are likely to be dominated by road traffic on adjacent roads andtrain movements.6.4.2 Construction noise and vibration assessment criteriaConstruction noise criteriaThe qualitative assessment method in the Interim Construction Noise Guideline (ICNG) was used to assessthe noise impacts of the Proposal. The method involves predicting noise levels at sensitive receivers andcomparing them with the guidance, or Noise Management Levels (NMLs). Table 6‐12 shows the NMLs forresidences.Table 6‐12 Noise management levels for airborne construction noise at residencesTime of DayRecommended standardhours:Monday to Friday7 am to 6 pmSaturday 8 am to 1 pmNo work on Sundays or publicholidaysOutside recommendedstandard hoursNoise Management LevelLAeq(15minute)Noise affectedRBL + 10 dBHighly noise affected75 dBANoise affectedRBL + 5 dBHow to ApplyThe noise affected level represents the pointabove which there may be some communityreaction to noise.The highly noise affected level represents thepoint above which there may be strongcommunity reaction to noise.• A strong justification would typically berequired for works outside therecommended standard hours.• The proponent should apply all feasibleand reasonable work practices to meetthe noise affected level.• Where all feasible and reasonablepractices have been applied and noise ismore than 5 dB above the noise affectedlevel, the proponent should negotiatewith the community.In accordance with the Application Notes – NSW Industrial Noise Policy, the following night‐time sleepdisturbance noise goal has been used:• Night‐time (10.00 pm to 7.00 am) RBL +15 dBAConstruction related vibration criteriaThe EPA’s Assessing Vibration: a technical guideline provides guideline values for continuous, transientand intermittent events that are based on a Vibration Dose Value (VDV) rather than a continuousvibration level. The VDV is dependent upon the level and duration of the short‐term vibration event, aswell as the number of events occurring during the daytime or night‐time period.Ref No: 2260812 41
Table 6‐13 Acceptable vibration dose for intermittent vibration (m/s 1.75 )Review of Environmental FactorsGlenbrook commuter car park and interchange upgradeLocation Daytime –Preferred valueMaximum value Night time –Preferred valueMaximum valueCritical areas 0.1 0.2 00.1 0.2Residences 0.2 0.4 0.13 0.26Offices, schools,educationalinstitutions andplaces of worship0.4 00.8 0.4 0.8Workshops 0.8 1.6 0.8 1.6Structural damage vibration limits are based on Australian Standard AS 2187: Part 2‐2006 Explosives ‐Storage and Use ‐ Part 2: Use of Explosives and British Standard BS 7385 Part 2‐1993 Evaluation andmeasurement for vibration in buildings Part 2. These standards provide frequency‐dependent vibrationlimits related to cosmetic damage, noting that cosmetic damage is very minor in nature, is readilyrepairable and does not affect the structural integrity of the building. The recommended vibration limitsfrom BS7385 for transient vibration for minimal risk of cosmetic damage to residential and industrialbuildings is shown in 6‐14.Table 6‐14 Transient Vibration Guide Values for Minimal Risk of Cosmetic Damage (BS7385)LineType of Building1 Reinforced or framed structuresIndustrial and heavy commercialbuildings2 Unreinforced or light framed structuresResidential or light commercial typebuildingsPeak component particle velocity in frequencyrange of predominant pulse4 Hz to 15 Hz 15 Hz and above50 mm/s at 4 Hz andabove15 mm/s at 4 Hzincreasing to 20 mm/s at15 Hz20 mm/s at 15 Hzincreasing to 50 mm/s at40 Hz and above6.4.3 Potential impacts – construction noise and vibrationThe LAeq(15minute) NMLs at the identified representative receiver locations were determined on thebasis of unattended background noise monitoring undertaken for the project and in accordance with theNSW EPA’s ICNG. The NMLs which are relevant to the proposed works are detailed in Table 6.5.Ref No: 2260812 42
Page 1 and 2:
Glenbrook Commuter Car Parkand Inte
Page 3 and 4:
Review of Environmental FactorsGlen
Page 5 and 6: Review of Environmental FactorsGlen
Page 9 and 10: TERMS AND ABBREVIATIONSReview of En
Page 11: Review of Environmental FactorsGlen
Page 14 and 15: COMMUNITY AND STAKEHOLDER CONSULTAT
Page 16 and 17: 1 INTRODUCTIONReview of Environment
Page 20 and 21: 2.2 THE TRANSPORT ACCESS PROGRAM OB
Page 22 and 23: • AS 4058:2007 - Precast Concrete
Page 98 and 99: APPENDIX B LANDSCAPE CONCEPT PLANRe
Page 106 and 107:
Page 108 and 109:
Page 110 and 111:
Page 112 and 113:
APPENDIX F CLAUSE 228 CHECKLISTRevi
Page 114:
APPENDIX G MATTERS OF NATIONALENVIR
show all

Glenbrook Sation REF (pdf 3.15MB) - Transport for NSW - NSW ...

Create successful ePaper yourself

Delete template?

Save as template?