Name of Consultant: ABCD Consultants Ltd Telephone Number: 1234 5678 Fax Number: 1357 2468 Email: noise@abcdltd.com.hk Project Title: Redevelopment of Sha Tin Estate Date: 01/10/2000 Time: 20:33 Coordinate System used: HK1980 Grid Year of Traffic Flow used: 2018 Options for Corrections: Multiple Screening Effect: No Opposite Facade Effect: Yes Cut-off Angle: 1.5 deg Cut-off distance: N/A Cut-off distance for reflection from barrier: 20 m Road Link(s): Link No.: 1 Link ID: LTR1 Category: Other Flow: 1650.0 veh/hr Speed: 50.0 km/h Speed Corrected for Gradient: Yes %Heavy Vehicle: 20.1 Flow Direction: Two Way Dual Carriageway: No Width of Central Divider: N/A Vertical Separation: N/A Elevated Road: No Surface Type: Bituminous Texture Depth: 2.0 mm Seg From To Width Ground Type No. X Y Z H X Y Z H Left Right 1 42284.4 18996.3 75.0 0.0 42288.6 19037.8 76.9 0.0 12.0 N/A N/A 2 42288.6 19037.8 76.9 0.0 42292.8 19079.2 78.7 0.0 11.0 N/A N/A 3 42292.8 19079.2 78.7 0.0 42304.1 19115.0 80.3 0.0 10.0 N/A N/A 4 42304.1 19115.0 80.3 0.0 42315.3 19150.8 81.9 0.0 10.0 N/A N/A 5 42315.3 19150.8 81.9 0.0 42337.9 19187.8 83.8 0.0 10.0 N/A N/A 6 42337.9 19187.8 83.8 0.0 42360.5 19224.7 85.7 0.0 10.0 N/A N/A 7 42360.5 19224.7 85.7 0.0 42391.2 19249.3 87.4 0.0 10.0 N/A N/A 8 42391.2 19249.3 87.4 0.0 42430.3 19256.2 89.4 0.0 10.0 N/A N/A 9 42430.3 19256.2 89.4 0.0 42459.6 19248.0 91.0 0.0 11.0 N/A N/A 10 42459.6 19248.0 91.0 0.0 42488.9 19239.7 92.5 0.0 11.0 N/A N/A Link No.: 2 Link ID: LTR2 Category: Other Flow: 1730.0 veh/hr Speed: 50.0 km/h Speed Corrected for Gradient: Yes %Heavy Vehicle: 19.7 Flow Direction: Two Way Dual Carriageway: N/A Width of Central Divider: N/A Vertical Separation: N/A Elevated Road: No Surface Type: Bituminous Texture Depth: 2.0 mm Seg From To Width Ground Type No. X Y Z H X Y Z H Left Right 1 42488.9 19239.7 92.5 0.0 42518.4 19230.0 95.2 0.0 11.0 N/A N/A 2 42518.4 19230.0 95.2 0.0 42552.6 19224.7 97.2 0.0 11.0 N/A N/A Link No.: 3 Link ID: EstR Category: Existing Flow: 430.0 veh/hr Speed: 50.0 km/h Speed Corrected for Gradient: Yes %Heavy Vehicle: 8.0 Flow Direction: Two Way Dual Carriageway: N/A Width of Central Divider: N/A Vertical Separation: N/A Elevated Road: No Surface Type: Bituminous Texture Depth: 2.0 mm Seg From To Width Ground Type No. X Y Z H X Y Z H Left Right 1 42482.9 19149.6 91.4 0.0 42441.0 19130.0 91.3 0.0 8.5 N/A N/A 2 42441.0 19130.0 91.3 0.0 42426.0 19110.0 91.3 0.0 8.5 N/A N/A 3 42426.0 19110.0 91.3 0.0 42401.0 19086.0 91.3 0.0 7.0 N/A N/A 4 42401.0 19086.0 91.3 0.0 42367.0 19056.0 91.3 0.0 7.0 N/A N/A Link No.: 4 Link ID: HTC1 Category: Existing Flow: 160.0 veh/hr Speed: 50.0 km/h Speed Corrected for Gradient: Yes %Heavy Vehicle: 20.0 Flow Direction: One Way Dual Carriageway: N/A Width of Central Divider: N/A Vertical Separation: N/A Elevated Road: No Surface Type: Bituminous Texture Depth: 2.0 mm Seg From To Width Ground Type No. X Y Z H X Y Z H Left Right 1 42488.9 19239.7 92.5 0.0 42474.6 19200.2 92.0 0.0 8.0 N/A N/A 2 42474.6 19200.2 92.0 0.0 42482.9 19149.6 91.4 0.0 8.5 N/A N/A Link No.: 5 Link ID: HTC2 Category: Existing Flow: 670.0 veh/hr Speed: 50.0 km/h Speed Corrected for Gradient: Yes %Heavy Vehicle: 21.1 Flow Direction: Two Way Dual Carriageway: N/A Width of Central Divider: N/A Vertical Separation: N/A Elevated Road: No Surface Type: Bituminous Texture Depth: 2.0 mm Seg From To Width Ground Type No. X Y Z H X Y Z H Left Right 1 42499.3 19115.4 91.3 0.0 42482.9 19149.6 91.4 0.0 12.0 N/A N/A Link No.: 6 Link ID: TTS3 Category: Existing Flow: 1330.0 veh/hr Speed: 50.0 km/h Speed Corrected for Gradient: Yes %Heavy Vehicle: 21.6 Flow Direction: Two Way Dual Carriageway: N/A Width of Central Divider: N/A Vertical Separation: N/A Elevated Road: No Surface Type: Bituminous Texture Depth: 2.0 mm Seg From To Width Ground Type No. X Y Z H X Y Z H Left Right 1 42323.6 18992.1 79.1 0.0 42354.5 18989.6 82.1 0.0 16.0 N/A N/A 2 42354.5 18989.6 82.1 0.0 42401.6 18985.5 86.7 0.0 14.0 N/A N/A 3 42401.6 18985.5 86.7 0.0 42451.0 18982.2 90.8 0.0 14.0 N/A N/A 4 42451.0 18982.2 90.8 0.0 42486.3 18979.5 91.2 0.0 14.0 N/A N/A 5 42486.3 18979.5 91.2 0.0 42528.3 18976.5 91.2 0.0 14.0 N/A N/A 6 42528.3 18976.5 91.2 0.0 42536.4 18980.3 91.2 0.0 14.0 N/A N/A Barrier Link(s): Link No.: 1 Link ID: Canti Type: Reflective Level: Grade Seg From To Inclined Mean Mean FOA Width No. X Y Z H X Y Z H angle Length Opening 1 42303.1 19091.2 78.2 6.2 42300.0 19074.2 77.8 6.2 19.8 N/A N/A N/A N/A 2 42300.0 19074.2 77.8 8.3 42301.4 19060.9 77.0 8.3 14.6 N/A N/A N/A N/A 3 42301.4 19060.9 77.0 6.2 42299.2 19034.5 76.1 6.2 18.8 N/A N/A N/A N/A 4 42299.2 19034.5 76.1 7.4 42296.3 19025.9 76.0 7.4 16.5 N/A N/A N/A N/A 5 42296.3 19025.9 76.0 7.4 42296.5 19012.0 75.7 7.4 16.5 N/A N/A N/A N/A 6 42296.5 19012.0 75.7 7.4 42300.0 19007.6 77.0 7.4 16.5 N/A N/A N/A N/A 7 42300.0 19007.6 77.0 7.4 42325.0 19007.0 80.6 7.4 16.5 N/A N/A N/A N/A 8 42325.0 19007.0 80.6 7.4 42353.8 19001.0 83.0 7.4 16.5 N/A N/A N/A N/A 9 42353.8 19001.0 83.0 7.4 42371.4 19002.5 85.2 7.4 16.5 N/A N/A N/A N/A 10 42371.4 19002.5 85.2 7.4 42398.6 19000.2 87.5 7.4 16.5 N/A N/A N/A N/A 11 42398.6 19000.2 87.5 4.0 42412.5 18999.0 88.9 4.0 0.0 N/A N/A N/A N/A 12 42412.5 18999.0 88.9 0.0 42421.5 18994.0 0.0 0.0 0.0 N/A N/A N/A N/A Link No.: 2 Link ID: Phas9 Type: Reflective Level: Grade Seg From To Inclined Mean Mean FOA Width No. X Y Z H X Y Z H angle Length Opening 1 42463.5 18998.8 123.3 0.0 42522.0 18994.0 123.3 0.0 0.0 N/A N/A N/A N/A 2 42522.0 18994.0 123.3 0.0 42530.0 19002.5 123.3 0.0 0.0 N/A N/A N/A N/A 3 42530.0 19002.5 123.3 0.0 42527.5 19036.0 123.3 0.0 0.0 N/A N/A N/A N/A 4 42527.5 19036.0 123.3 0.0 42466.5 19041.5 123.3 0.0 0.0 N/A N/A N/A N/A Link No.: 3 Link ID: PrSch Type: Reflective Level: Grade Seg From To Inclined Mean Mean FOA Width No. X Y Z H X Y Z H angle Length Opening 1 42443.0 19117.0 112.3 0.0 42486.0 19115.0 112.3 0.0 0.0 N/A N/A N/A N/A 2 42486.0 19115.0 112.3 0.0 42490.3 19101.0 112.3 0.0 0.0 N/A N/A N/A N/A 3 42490.3 19101.0 112.3 0.0 42486.5 19053.0 112.3 0.0 0.0 N/A N/A N/A N/A Link No.: 4 Link ID: Topo1 Type: Absorptive Level: Grade Seg From To Inclined Mean Mean FOA Width No. X Y Z H X Y Z H angle Length Opening 1 42435.0 19134.3 91.3 0.0 42449.3 19147.5 91.3 0.0 0.0 N/A N/A N/A N/A 2 42449.3 19147.5 91.3 0.0 42451.9 19149.8 91.3 0.0 0.0 N/A N/A N/A N/A 3 42451.9 19149.8 91.3 0.0 42456.7 19155.0 91.3 0.0 0.0 N/A N/A N/A N/A 4 42456.7 19155.0 91.3 0.0 42459.8 19159.5 91.3 0.0 0.0 N/A N/A N/A N/A 5 42459.8 19159.5 91.3 0.0 42462.3 19163.8 91.3 0.0 0.0 N/A N/A N/A N/A 6 42462.3 19163.8 91.3 0.0 42464.4 19168.6 91.3 0.0 0.0 N/A N/A N/A N/A 7 42464.4 19168.6 91.3 0.0 42466.1 19173.4 91.3 0.0 0.0 N/A N/A N/A N/A 8 42466.1 19173.4 91.3 0.0 42467.3 19178.4 91.3 0.0 0.0 N/A N/A N/A N/A 9 42467.3 19178.4 91.3 0.0 42468.0 19183.4 91.3 0.0 0.0 N/A N/A N/A N/A 10 42468.0 19183.4 91.3 0.0 42468.1 19188.6 91.3 0.0 0.0 N/A N/A N/A N/A 11 42468.1 19188.6 91.3 0.0 42467.6 19203.4 91.3 0.0 0.0 N/A N/A N/A N/A 12 42467.6 19203.4 91.3 0.0 42467.8 19212.1 91.3 0.0 0.0 N/A N/A N/A N/A 13 42467.8 19212.1 91.3 0.0 42469.8 19219.3 91.3 0.0 0.0 N/A N/A N/A N/A 14 42469.8 19219.3 91.3 0.0 42476.4 19229.5 91.3 0.0 0.0 N/A N/A N/A N/A 15 42476.4 19229.5 91.3 0.0 42478.9 19228.7 91.3 0.0 0.0 N/A N/A N/A N/A Link No.: 5 Link ID: Topo2 Type: Absorptive Level: Grade Seg From To Inclined Mean Mean FOA Width No. X Y Z H X Y Z H angle Length Opening 1 42324.5 19005.1 80.6 0.0 42332.7 19003.7 80.6 0.0 0.0 N/A N/A N/A N/A 2 42332.7 19003.7 80.6 0.0 42341.2 19001.8 80.6 0.0 0.0 N/A N/A N/A N/A 3 42341.2 19001.8 80.6 0.0 42349.2 19000.0 81.8 0.0 0.0 N/A N/A N/A N/A 4 42349.2 19000.0 81.8 0.0 42356.1 18999.4 83.0 0.0 0.0 N/A N/A N/A N/A 5 42356.1 18999.4 83.0 0.0 42369.7 19000.6 83.8 0.0 0.0 N/A N/A N/A N/A 6 42369.7 19000.6 83.8 0.0 42377.2 19000.1 84.7 0.0 0.0 N/A N/A N/A N/A 7 42377.2 19000.1 84.7 0.0 42385.5 18999.9 85.5 0.0 0.0 N/A N/A N/A N/A 8 42385.5 18999.9 85.5 0.0 42392.8 18999.2 86.3 0.0 0.0 N/A N/A N/A N/A 9 42392.8 18999.2 86.3 0.0 42400.6 18998.6 87.6 0.0 0.0 N/A N/A N/A N/A 10 42400.6 18998.6 87.6 0.0 42408.3 18996.3 88.9 0.0 0.0 N/A N/A N/A N/A 11 42408.3 18996.3 88.9 0.0 42422.6 18994.2 90.0 0.0 0.0 N/A N/A N/A N/A 12 42422.6 18994.2 90.0 0.0 42429.7 18993.8 90.4 0.0 0.0 N/A N/A N/A N/A 13 42429.7 18993.8 90.4 0.0 42435.2 18996.5 91.5 0.0 0.0 N/A N/A N/A N/A 14 42435.2 18996.5 91.5 0.0 42440.0 19014.5 91.5 0.0 0.0 N/A N/A N/A N/A 15 42440.0 19014.5 91.5 0.0 42431.5 19016.5 91.5 0.0 0.0 N/A N/A N/A N/A 16 42431.5 19016.5 91.5 0.0 42435.0 19032.5 97.0 0.0 0.0 N/A N/A N/A N/A 17 42435.0 19032.5 97.0 0.0 42437.0 19043.5 97.0 0.0 0.0 N/A N/A N/A N/A 18 42437.0 19043.5 97.0 0.0 42433.0 19043.5 100.5 0.0 0.0 N/A N/A N/A N/A 19 42433.0 19043.5 100.5 0.0 42435.3 19072.3 107.5 0.0 0.0 N/A N/A N/A N/A 20 42435.3 19072.3 107.5 0.0 42436.0 19087.0 100.5 0.0 0.0 N/A N/A N/A N/A Link No.: 6 Link ID: CANOP Type: Reflective Level: Grade Seg From To Inclined Mean Mean FOA Width No. X Y Z H X Y Z H angle Length Opening 1 42318.0 19076.5 101.7 0.0 42316.5 19085.2 101.7 0.0 0.0 N/A N/A N/A N/A 2 42316.5 19085.2 101.7 0.0 42317.3 19099.0 110.9 0.0 0.0 N/A N/A N/A N/A 3 42317.3 19099.0 110.9 0.0 42331.5 19117.0 110.9 0.0 0.0 N/A N/A N/A N/A 4 42331.5 19117.0 110.9 0.0 42340.0 19127.0 110.9 0.0 0.0 N/A N/A N/A N/A 5 42340.0 19127.0 110.9 0.0 42359.6 19142.5 113.7 0.0 0.0 N/A N/A N/A N/A 6 42359.6 19142.5 113.7 0.0 42373.3 19155.5 113.7 0.0 0.0 N/A N/A N/A N/A 7 42373.3 19155.5 113.7 0.0 42384.5 19171.0 113.7 0.0 0.0 N/A N/A N/A N/A 8 42384.5 19171.0 113.7 0.0 42393.0 19185.0 113.7 0.0 0.0 N/A N/A N/A N/A 9 42393.0 19185.0 113.7 0.0 42400.0 19203.0 113.7 0.0 0.0 N/A N/A N/A N/A 10 42400.0 19203.0 113.7 0.0 42404.6 19222.0 113.7 0.0 0.0 N/A N/A N/A N/A 11 42404.6 19222.0 113.7 0.0 42401.0 19227.6 113.7 0.0 0.0 N/A N/A N/A N/A 12 42401.0 19227.6 113.7 0.0 42402.0 19238.0 113.7 0.0 0.0 N/A N/A N/A N/A 13 42402.0 19238.0 113.7 0.0 42411.4 19246.0 113.7 0.0 0.0 N/A N/A N/A N/A 14 42411.4 19246.0 113.7 0.0 42433.2 19245.0 113.7 0.0 0.0 N/A N/A N/A N/A 15 42433.2 19245.0 113.7 0.0 42443.0 19243.4 113.7 0.0 0.0 N/A N/A N/A N/A 16 42443.0 19243.4 113.7 0.0 42449.0 19241.5 100.3 0.0 0.0 N/A N/A N/A N/A 17 42449.0 19241.5 100.3 0.0 42458.5 19239.4 108.0 0.0 0.0 N/A N/A N/A N/A 18 42458.5 19239.4 108.0 0.0 42468.4 19236.5 108.0 0.0 0.0 N/A N/A N/A N/A Receiver(s): No. NSR ID X Y Z H View Angle Bearing Facade Left Right Correction 1 1A 42415.4 19031.4 105.3 0.0 301.8 99.2 Yes 2 1B 42427.3 19022.0 105.3 0.0 334.9 123.1 Yes 3 1C 42426.0 19008.4 105.3 0.0 72.2 226.2 Yes 4 1D 42409.8 19001.5 105.3 0.0 91.8 249.1 Yes 5 1E 42396.0 19011.2 105.3 0.0 152.6 260.2 Yes 6 1F 42397.5 19024.6 105.3 0.0 317.6 46.5 Yes 7 2A1 42375.8 19039.7 105.3 0.0 316.7 329.8 Yes 8 2B 42388.6 19026.8 105.3 0.0 335.7 72.6 Yes 9 2C 42383.6 19013.8 105.3 0.0 120.0 246.4 Yes 10 2D 42365.6 19011.1 105.3 0.0 106.9 257.0 Yes 11 2E 42354.1 19023.2 105.3 0.0 164.9 306.6 Yes 12 2F1 42359.1 19036.6 105.3 0.0 256.4 283.3 Yes 13 3A 42329.1 19074.3 105.3 0.0 258.4 50.2 Yes 14 3B1 42346.4 19067.9 105.3 0.0 80.1 111.0 Yes 15 3C1 42348.7 19053.9 105.3 0.0 52.5 108.4 Yes 16 3D 42334.4 19044.4 105.3 0.0 142.7 266.2 Yes 17 3E1 42319.0 19051.0 105.3 0.0 136.3 289.4 Yes