ENVIRONMENTAL IMPACT ASSESSMENT ORDINANCE

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(CHAPTER 499)

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Section 10

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ENVIRONMENTAL PERMIT TO DECOMMISSION

A DESIGNATED PROJECT

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PART A (MAIN PERMIT)

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¡@ Pursuant to Section 10 of the Environmental Impact Assessment Ordinance, the Director of Environmental Protection (the Director) grants this environmental permit to THE TERRITORY DEVELOPMENT DEPARTMENT (the 'Permit Holder') to decommission a designated project described in Part B subject to the conditions described in or attached to Part C. The issue of this Environmental Permit is based on the documents, approvals or permissions described below :-

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Application No.

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AEP-007/1998

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Document in the Register:

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  1. Environmental Impact Assessment Report "Kai Tak Airport North Apron Decommissioning Environmental Impact Assessment Report" (Register No. AEIAR-002/1998) [hereinafter referred to as "EIA Report"]

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Letter of the Director's Approval of the EIA Report

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Letter Reference: (72) in EP2/K19/PT2/05 Pt3

Dated: 4 September 1998

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Date¤é´Á :

(Mr. Robert J.S. LAW)

Director of Environmental Protection

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PART B (DESCRIPTION OF DESIGNATED PROJECT)

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Hereunder is the description of the designated project mentioned in Part A of this environmental permit :-

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Title of Designated Project

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Kai Tak Airport North Apron Decommissioning [hereafter referred to as ¡§Designated Project¡¨]

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Nature of Designated Project

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Decontamination, demolition and removal of buildings and apron pavement, and site formation in North Apron of Kai Tak Airport.

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Location of Designated Project

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Kai Tak Airport North Apron, Kowloon.

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(The location of the designated project is shown in Figure No. 2.1 in the EIA Report)

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Scale and Scope of the Decommissioning of a Designated Project listed in Part II of Schedule 2.

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The area covered under this designated project totals about 160ha. The scope includes ground decontamination (about 11ha), building demolition, apron breaking and removal.

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[Note: The detailed scale and scope of the decommissioning of the Kai Tak Airport North Apron are described in the EIA Report.].

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PART C (PERMIT CONDITIONS)

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1 General Conditions

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1.3 The Permit Holder shall ensure full compliance with all conditions of this environmental permit. Any non-compliance with this permit may constitute a contravention of the Environmental Impact Assessment Ordinance (Cap. 499) and shall be definite ground for enforcement action or permit cancellation where applicable.

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1.2 This permit shall not remove the responsibility of the Permit Holder to comply with any legislation currently in force such as Noise Control Ordinance (Cap.400), Air Pollution Control Ordinance (Cap.311), Water Pollution Control Ordinance (Cap.358), Dumping at Sea Ordinance (Cap.466), Waste Disposal Ordinance (Cap.354), Gas Safety Ordinance (Cap. 51), Fire Safety (Commercial Premises) Ordinance (Cap.502), Dangerous Goods Ordinance (Cap. 295), Building Ordinance (Cap. 123) and others.

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1.3 The Permit Holder shall make copies of this permit available at all times for inspection by the Director at the site.

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1.4 The Permit Holder shall give a copy of this permit to the person(s) in charge of the site.

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1.5 The Permit Holder shall display a copy of this permit on the construction site at all vehicular site entrances/exits or at a convenient location for public information at all times. The Permit Holder shall ensure that the most updated information about the environmental permit, including any amended permit, is displayed at such locations. If the Permit Holder surrenders a part or the whole of the permit, the notice he sends to the Director shall also be displayed on the next day at the same locations as the original permit.

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1.6 The Permit Holder shall decommission the Designated Project in accordance with the project descriptions in Part B of this permit.

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1.7 The Designated Project shall be decommissioned in accordance with the information and recommendations contained in the EIA Report.

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2 Special Conditions

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2.1 A copy of the EIA Report and the Environmental Monitoring and Audit (EM&A) Manual submitted together with the EIA Report shall be kept in the Resident Engineer¡¦s office and another copy shall be kept in the Contractor¡¦s office on site for reference.

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2.2 The Permit Holder shall carry out the decontamination works in accordance with the Contamination Remediation Action Plan as detailed in Section 8.6 and shown in Figure 8.5 in the EIA Report such that the remediation targets as set out in Table 8.7 of the EIA Report and shown in Annex A attached to this permit are fully met.

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2.3 The Permit Holder shall carry out a pilot test to produce the necessary information to verify (or otherwise) the effectiveness of the Soil Vapour Extraction/Air Sparging (SVE/AS) system in achieving the remediation targets. Before commencing the pilot test, the Permit Holder shall agree the details of it with the Director and satisfy the Director that the pilot test will produce the required information.

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2.4 Before starting the decontamination works using the SVE/AS system, the Permit Holder shall submit to the EIA Sub-committee of the Advisory Council on the Environment, a report containing the results of the pilot test on the effectiveness of the SVE/AS system. The Permit Holder shall properly address any comments raised by the EIA Sub-committee of the Advisory Council on the Environment.

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2.5 The Permit Holder shall submit the results of the pilot test of the SVE/AS system, and the recommendation, if any, on fallback option(s) together with the associated method statements including a detailed plan for cleanup progress monitoring, and detailed environmental controls to the Director for his approval. Before the commencement of the decontamination work at Hotspot B, the Permit Holder shall demonstrate to the Director's satisfaction that the proposed method of decontamination is able to achieve the remediation targets. The Permit Holder shall make the results of the pilot test available to the public as specified by the Director.

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2.6 For Hotspot B, excavation of contaminated soil and treatment by biopile shall be carried out if it has been demonstrated that the SVE/AS method cannot achieve the remediation targets as shown in Annex A attached to this permit. The control measures for biopiles as described in Special Conditions 2.16 and 2.17 b) shall be adopted to minimise environmental impacts.

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2.7 The person in charge of the detailed design and implementation of the decontamination works shall be a specialist with at least 7 years experience at the professional level in the design and site supervision/management of the decontamination techniques to be applied.

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2.8 On completion of the decontamination works and before starting the proposed housing development at the project area, the Permit Holder shall submit the final soil quality report of the previously contaminated areas to the EIA Sub-committee of the Advisory Council on the Environment for inspection. The Permit Holder shall make the results of the final soil quality report available to the public as specified by the Director.

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2.9 The Permit Holder shall submit to the Director for approval, within 30 days of the award of decommissioning contract, a plan for additional site investigation for "low risk" areas including the Hong Kong Aircraft Engineering Company (HAECO) building as mentioned in Section 7.6.2 and Figure 8.5 of the EIA Report. The Permit Holder shall submit to the Director for approval, within 90 days of the award of decommissioning contract, a report on the results of such additional site investigation and a remediation plan if the results reveal that additional decontamination is necessary.

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2.10 The Permit Holder shall submit to the Director for approval, at a time to be specified by the Director, detailed plans for site closure assessment and post remediation monitoring for the decontamination works.

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2.11 The Permit Holder shall audit and report the cleanup progress monitoring results and post-remediation monitoring results within 21 days of their collection to the Director for information and vetting.

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2.12 In addition to the monitoring required for decontamination works mentioned in Special Condition 2.11 above, the Permit Holder shall carry out an EM&A programme as outlined in Chapter 10 of the EIA Report and detailed in the stand-alone EM&A Manual submitted together with the EIA Report. The Actions described in the Action Plan of the EM&A Manual shall be carried out in accordance with the time frame set out in the Action Plan or agreed by the Director. Details of the EM&A during decommissioning are described in Section 3 below.

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2.13 Before commencement of the decommissioning work, the Permit Holder shall deposit with the Director 5 copies of the waste management plan as set out in Section 8.4 and Table 8.6 in the EIA Report to avoid or minimize potential impacts associated with waste arising. The waste management plan shall set out clearly those waste management measures that are not covered by the Waste Disposal Ordinance or other pollution control ordinance. The waste management plan shall be properly implemented.

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2.14 As mentioned in Section 8.3 and Table 12.3 in the EIA Report, excavation for the decommissioning works shall be carefully programmed so that it will not be carried out in the rainy season;

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2.15 As mentioned in Section 7.3 and Table 12.3 in the EIA Report, to mitigate environmental impacts due to the demolition of the fuel storage depots, the following measures shall be implemented:

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(a) residual oil inside pipes and tanks shall be recovered as a reusable product. The water used for plugging pipes shall be properly drained, collected and treated to avoid release of chemicals or wastewater. The treatment may include oil separation, filtering and carbon adsorption; and

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(b) during tank demolition the spread of oil in the event of accidental spillage shall be prevented by the use of sand bag, formation of temporary bund and drainage to interceptors. Small patches of spilled oil shall be soaked up by oil adsorbent and disposed of as chemical waste.

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2.16 As mentioned in Section 8.3 and Table 12.3 in the EIA Report, to mitigate environmental impacts due to the excavation of contaminated soil and the treatment of the soil by biopile, the following measures shall be implemented:

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(a) excavation of contaminated soil shall only be carried out during dry season to minimise the water quality impact resulting from contaminated runoff;

¶È¥i¦b§ò©u«õ±¸¨ü¦Ã¬Vªd¤g¡A¥HºÉ¶q´î§C¨ü¦Ã¬V®|¬y©Ò³y¦¨ªº¤ô½è¼vÅT¡F

(b) temporary stockpile shall be placed in areas lined with High Density Polyethylene (HDPE) liner and then covered with flexible Low Density Polyethylene (LDPE) material to contain any leachate;

Á{®É¥Û®Æ°ï¶·©ñ¸m©ó¾Q³]¤F°ª±K«×»E¤A²m¹Ô®Æªº¦a¤è¡A¦A¥Î´I¼u©Êªº§C±K«×»E¤A²mª«®ÆÂл\¥H¨¾¤îº¯Âo²G·¸¥X¡F

(c) the biopile area shall be separated into 4 sections. Each biopile area shall be lined with geotextile drainage mesh and HDPE liner, which is impermeable to water. Each biopile shall be covered with flexible LDPE membrane. The flexible membranes used to cover and line the biopiles shall each be a seamlessly integrated piece for each pile to minimising the chance of rain water seepage into the pile and leaking of leachate. The covered piles shall be stabilised with heavy weights such as sandbags to prevent wind from blowing off the cover;

¥Íª«°ï¦a±a¶·¤À¬°4³¡¤À¡C¨C­Ó¥Íª«°ï¦a±a¶·¾QŨ½¦½è±Æ¤ôºô©M¤£³z¤ôªº°ª±K«×»E¤A²m¹Ô®Æ¡C¨C­Ó¥Íª«°ï¶·¥Î´I¼u©Êªº§C±K«×»E¤A²m½¤¼hÂл\¡C¥Î¥HÂл\©M¹ÔŨ¥Íª«°ï©³³¡ªº¼u©Ê½¤¼h¡A§¡¤À§O¶·¬°¥HµLÁ_¤f¤è¦¡³s±µ¦¨ªº¤@¾ã¶ô¡A¥HºÉ¶q´î§C«B¤ôº¯¶i°ï¤º©Mº|¥Xº¯Âo²Gªº¾÷·|¡CÂл\¦nªº¥Íª«°ï¶·¥H¨F¥]µ¥­«ª«À£¹ê¡A¥H§K³Q­·§j¨«Âл\¼h¡F

(d) perimeter bund shall be provided for each pile to contain leachate. Outside the perimeter bund perimeter channels shall be constructed to collect and drain away rain water runoff;

¨C­Ó¥Íª«°ï¶·¥H©PÃä¤g³ö¥]³ò¡A¥H§Kº¯Âo²G¬y¥X¡A¦b©PÃä¤g³ö¤§¥~¶·¿v«Ø©PÃä±Æ¤ô¹D¥H¦¬¶°©M±Æ¥h«B¤ô®|¬y¡F

(e) the biopile shall be covered at all time. During the transfer of the contaminated soil from excavation area to the biopile when full time coverage will not be possible, the soil pile exposed shall not be larger than 10m by 10m thereby minimising the exposure of contaminated soil to rain water; and

¥ô¦ó®É¶¡§¡¶·»\¦n¥Íª«°ï¡C±N¨ü¦Ã¬Vªd¤g¥Ñ«õ¥X¦aÂI·h©¹¥Íª«°ï®É¡A¦p¤£¥i¯à¥þ®É¶¡»\¦n¥Íª«°ï¡A¥~ÅSªºªd°ï­±¿n¤£±o¤j¹L10¦Ì­¼10¦Ì¡A¥HºÉ¶qÁקK¦Ã¬Vªd¤g³Q«B¤ô²OÀã¡F¤Î

(f) any leachate collected shall be disposed off site as chemical waste.

¥ô¦ó¦¬¶°±oªºº¯Âo²G¶·§@¬°¤Æ¾Ç¼oª«¦b³õ¥~³B¸m¡C

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2.17 The following measures shall be implemented to minimise adverse air quality impacts during the decommissioning works:

³\¥iÃÒ«ù¦³¤H¶·¹ê¬I¤U¦C±¹¬I¥H´î§C¸Ñ°£¹B§@¤uµ{®Éªº¤£¨}ªÅ®ð½è¯À¼vÅT¡G

(a) proper installation and operation of the catalytic incinerator, including implementation of a contingency plan to cater for possible malfunction of the catalytic incinerator, so as to provide adequate destruction of the oil and fuel vapour extracted from the contaminated areas prior to their discharge into the atmosphere such that the adverse air quality impact from the stack emission of the catalytic incinerator, as measured in nitrogen dioxide and benzene levels, will not exceed the predicted levels as described in Section 7.2.2 of the EIA Report, such that the required buffer distance for the catalytic incinerator, as mentioned in Section 7.2.2 and Figures 7.6, 7.7 and 7.8 of the EIA Report, will not be exceeded; and

§´µ½¸Ë¸m©M¾Þ§@¶Ê¤Æ¦¡µI¤ÆÄl¡A¥]¬A¦b¶Ê¤Æ¦¡µI¤ÆÄl¥i¯àµo¥Í¬G»Ù®É¹ê¬IÀ³ÅÜ­p¹º¡A¨Ï¨ü¦Ã¬V¦a°Ï´£¨úªºªo©M¿U®Æ®ð¥R¤À¤À¸Ñ«á¤~±Æ¤J¤j®ð¡A±q¦Ó½T«O¶Ê¤Æ¦¡µI¤ÆÄl·Ï§w±Æ¥Xªº¼o®ð¤¤ªº¤G®ñ¤Æ´á©M­f§t¶q¡A¤£­P¶W¹OÀôµû³ø§i²Ä7.2.2±øªº¹w´ú¤ô¥­¡A¥ç¦]¦Ó¤£·|¶W¹OÀôµû³ø§i²Ä7.2.2±ø¤Î¹Ï7.6¡B7.7¤Î7.8©Ò¦C¶Ê¤Æ¦¡µI¤ÆÄl©Ò»Ýªº½w½Ä¶ZÂ÷¡F¤Î

(b) proper control of the excavation rate at the contaminated areas such that the adverse air quality impact due to aerial emission from the excavation, as measured in benzene level, will not exceed the predicted levels as described in Section 7.2.3 and Table 7.4 of the EIA Report, such that the required buffer distances for the excavations as mentioned in Section 8.2 (iii) and Figure 8.7 of the EIA Report, will not be exceeded.

§´µ½±±¨î¦b¨ü¦Ã¬V¦a°Ï¶i¦æ«õ±¸¤uµ{ªº³t²v¡A¨Ï«õ±¸ª«®Æ©Ò´²µoªº®ðÅ餣­P³y¦¨¤£¨}ªÅ®ð½è¯À¼vÅT¡A§Y­f§t¶q¤£¶W¹OÀôµû³ø§i²Ä7.2.3±ø¤Îªí7.4©Ò¥Üªº¹w´ú¤ô¥­¡A¦]¦¹¤£·|¶W¹OÀôµû³ø§i²Ä8.2(iii)±ø¤Î¹Ï8.7©Ò¦C«õ±¸¦aÂI©Ò»Ýªº½w½Ä¶ZÂ÷¡C

2.18 As mentioned in Sections 8.6.5.4 and 8.6.6.1 in the EIA Report, provision of proper personal protective equipment such as respirators and benzene exposure badges to workers, site staff and visitors, particularly those within the buffer distances as mentioned in Special Conditions 2.17 a) and b) above such that there will not be any exceedance of Occupational Exposure Limit levels as contained in ¡§A Reference Note on Occupational Exposure Limits for Chemical Substances in the Work Environment¡¨ published by the Labour Department in 1995. .

¦pÀôµû³ø§i²Ä8.6.5.4¤Î8.6.6.1±ø©Ò´£­z¡A¶·¬°¤u¦a¤H­û©M³X«È(¤×¨ä¬O¦b¯S§O±ø¥ó²Ä2.17a)¤Îb)¶µ©Ò´£­zªº½w½Ä¶ZÂ÷½d³ò¤ºªÌ)¡A´£¨Ñ§´·íªº­Ó¤H«OÅ@¸Ë³Æ¡A¨Ò¦p©I§l¾¹¤ÎÅã¥Ü­f±µÄ²¤ô¥­ªº¨Ø³¹¾¯¶q­p¡A¥H½T«O¤£·|¶W¹O³Ò¤u³B¤@¤E¤E¤­¦~©Ò¤½¥¬ªº¡m¤u§@Àô¹Ò¤º¤Æ¾Ç«~ªº¡u¾·~½Ã¥Í¼Ð·Ç¡v°Ñ¦Ò¸ê®Æ¡n©Ò¸üªº¡u¾·~½Ã¥Í¼Ð·Ç¡v¡C

2.19 Measures for good housekeeping and engineering practice as detailed in Annex B attached to this permit shall be properly implemented.

¥»³\¥iÃÒªþ¥óB©Ò¸Ô¸üªº¨}¦n¤º°ÈºÞ²z¤Î§Þ³N¹ê½î±¹¬I¡AÀ³§´µ½¹ê¦æ¡C

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3. Environmental Monitoring and Audit during Decommissioning

¸Ñ°£¹B§@¤uµ{ªºÀô¹ÒºÊ¹î¤Î¼f®Ö

3.1 The requirements as set out in the EM&A Manual, or the following EM&A requirements, whichever is more stringent, shall be complied with.

¶·¿í·ÓÀô¹ÒºÊ¹î¤Î¼f®Ö¤â¥U©Ò¸ü©Î¤U¦CÀô¹ÒºÊ¹î©M¼f®Ö³W©w¿ì²z¡A¨âªÌ¥H¸ûÄY®æªÌ¬°·Ç

3.2 An Independent Checker (Environment) (hereinafter known as the IC(E)) shall be employed prior to the commencement of decommissioning works. The IC(E) shall have at least 7 years experience in environmental management or environmental monitoring and auditing. The IC(E) shall verify the overall environmental performance of the Project, including all the implementation of environmental mitigation measures, submissions relating to environmental monitoring and auditing, and any other submissions required under this part of the permit.

¦b®i¶}¸Ñ°£¹B§@¤uµ{¤§«e¡A¶·¸u¥Î¤@¦W¿W¥ßÀô¹Ò¬d®Ö¤H¡C¸Ó¦W¿W¥ßÀô¹Ò¬d®Ö¤H¶·¦bÀô¹ÒºÞ²z©ÎÀô¹ÒºÊ¹î¤Î¼f®Ö¤è­±¦Ü¤Ö¦³7¦~¸gÅç¡C¿W¥ßÀô¹Ò¬d®Ö¤H¶·®ÖÃÒ¤uµ{¶µ¥Øªº¾ãÅéÀô¹Òªí²{¡A¥]¬A¹ê¬IÀô¹Ò½w¸Ñ±¹¬I¡B´£¥æ»PÀô¹ÒºÊ¹î¤Î¼f®Ö¦³Ãöªº¤å¥ó¡B¥H¤Î´£¥æ¥»³\¥iÃÒ¥»³¡³W©w©Ò­n¨Dªº¥ô¦ó¨ä¥L¤å¥ó¡C

3.3 An Environmental Team shall be established prior to the commencement of the decommissioning works. The Environmental Team shall be headed by a team leader, who has at least 7 years experience in environmental management or environmental monitoring and auditing.

¦b®i¶}¸Ñ°£¹B§@¤uµ{¤§«e¡A¶·¥ý³]¥ß¤@­ÓÀô¹Ò¤p²Õ¡C¸ÓÀô¹Ò¤p²Õ¶·¥Ñ¤@¦W¦bÀô¹ÒºÞ²z©ÎÀô¹ÒºÊ¹î¤Î¼f®Ö¤è­±¦Ü¤Ö¦³7¦~¸gÅ窺²Õªø±a»â¡C

3.4 Any changes to EM&A arrangement as required in the EM&A Manual or in the Implementation Schedule shall be justified, and verified by the IC(E) in the EM&A Reports and submitted for the approval of the Director.

®Ú¾ÚÀô¹ÒºÊ¹î¤Î¼f®Ö¤â¥U©Î¹ê¬I®É¶¡ªí¦Ó­q¥ßªºÀô¹ÒºÊ¹î¤Î¼f®Ö³W©w¡A­Y­n§@¥X¥ô¦ó§ó§ï¡A¥²¶·¨ã³Æ¥R¤À²z¥Ñ¡A¨Ã¸g¥ÑÀô¹ÒºÊ¹î¤Î¼f®Ö³ø§i¸ü©úªº¿W¥ßÀô¹Ò¬d®Ö¤H¥[¥H®Ö¹ê¡AµM«á´£¥æ¸pªø§å­ã¡C

3.5 The EM&A requirements shall be implemented as set out in the EM&A Manual and monthly EM&A Reports unless proposed changes are justified in monthly EM&A Reports submission, verified by the IC(E) and approved by the Director.

Àô¹ÒºÊ¹î¤Î¼f®Öªº³W©w¡A¶·«öÀô¹ÒºÊ¹î¤Î¼f®Ö¤â¥U¤Î¨C¤ëÀô¹ÒºÊ¹î¤Î¼f®Ö³ø§i­q©úªº­n¨D°õ¦æ¡A°£«DÀÀijªº§ó§ï¦b¨C¤ë´£¥æªºÀô¹ÒºÊ¹î¤Î¼f®Ö³ø§i¤¤Àò±o¥R¤À²z¥Ñ¤ä«ù¨Ã¸g¥Ñ¿W¥ßÀô¹Ò¬d®Ö¤H®ÖÃÒ¡A¥H¤ÎÀò±o¸pªø§å­ã

3.6 Samples and measurements for noise, air quality and water quality monitoring shall be taken in accordance with the requirements of the EM&A Manual:

¾¸­µ¡BªÅ®ð½è¯À¡B¤ô½èºÊ´úªº¼Ë¥»©M¶q«×µ²ªG¡A¶·«ö·ÓÀô¹ÒºÊ¹î¤Î¼f®Ö¤â¥Uªº³W©w©â¨ú©Î¶i¦æ¡G

(a) conducting baseline air, noise and water quality monitoring at the specified locations and frequencies;

¦b«ü©w¦aÂI¶i¦æ«ü©w¦¸¼ÆªºªÅ®ð¡B¾¸­µ¤Î¤ô½è°ò½uºÊ´ú¡F

(b) conducting impact air, noise and water quality monitoring at the specified locations and frequencies;

¦b«ü©w¦aÂI¶i¦æ«ü©w¦¸¼ÆªºªÅ®ð¡B¾¸­µ¤Î¤ô½è¼vÅTºÊ´ú¡F

(c) in cases where specified criteria in the EM&A Manual are exceeded, carrying out remedial actions in accordance with the Action Plan, as set out in the EM&A Manual ; and

¦pªG¶W¹O¤FÀô¹ÒºÊ¹î¤Î¼f®Ö¤â¥U©Ò«ü©wªº·Ç«h¡A¶·«ö·ÓÀô¹ÒºÊ¹î¤Î¼f®Ö¤â¥U¸ü©úªº¦æ°Ê­p¹º¡A±Ä¨ú¸É±Ï¦æ°Ê¡F¤Î

(d) logging and keeping records of the details of (a) to (c) above, within 3 working days of the collection of data or completion of remedial action, for the purposes of preparing and submitting the EM&A reports and IC(E)¡¦s Report, and to make available the information for inspection by the Director on site.

¦b¦¬¶°¼Æ¾Ú©Î§¹¦¨¸É±Ï¦æ°Ê3­Ó¤u§@¤Ñ¤º°O¿ý¤W­z(a)¦Ü(c)¶µªº¸Ô±¡¡A¥Î§@ÀÀ³Æ©M´£¥æÀô¹ÒºÊ¹î¤Î¼f®Ö³ø§i¤Î¿W¥ßÀô¹Ò¬d®Ö¤Hªº³ø§i¡A¨Ã³Æ§´¦³Ãö¸ê®Æ¥H«K¸pªø¹ê¦a¬d¾\¡C

3.7 Ten copies of the Baseline Monitoring Report verified by the IC(E) shall be submitted to the Director before the commencement of any major construction works that would affect the monitoring results.

¦b¥ô¦ó·|¼vÅTºÊ¹îµ²ªGªº¤j«¬«Ø³y¤uµ{®i¶}«e¡A¶·¦V¸pªø´£¥æ10¥÷¿W¥ßÀô¹Ò¬d®Ö¤H®ÖÃÒªº°ò½uºÊ¹î³ø§i¡C

3.8 Ten copies of monthly EM&A Reports verified by the IC(E) shall be submitted to the Director within 10 working days from the end of the reporting month.

¦b³ø§i¤ë¥÷³Ì«áªº10­Ó¤u§@¤Ñ¤º¡A¶·¦V¸pªø´£¥æ10¥÷¥Ñ¿W¥ßÀô¹Ò¬d®Ö¤H®ÖÃÒªº¨C¤ëÀô¹ÒºÊ¹î¤Î¼f®Ö³ø§i¡C

3.9 The submitted reports as required in paragraphs 3.7 and 3.8 above shall be rectified in accordance with the comments made by the Director within one month or otherwise specified by the Director.

²Ä3.7¤Î3.8¶µ©Ò³W©w´£¥æªº³ø§i¡A¶·¦b¤@­Ó¤ë©Î¸pªø«ü©wªº®É¶¡¤º¡A«ö·Ó¸pªøªº·N¨£§@¥X­×§ï

3.10 Actions described in the action plan(s) of the EM&A Manual shall be carried out, in accordance with the time frame set out in the action plan(s), or as agreed by the Director.

Àô¹ÒºÊ¹î¤Î¼f®Ö¤â¥Uªº¦æ°Ê­p¹º¶·«ö·Ó¦æ°Ê­p¹º¤º­q©úªº®É­­¡A©Î¸pªø¦P·Nªº®É­­°õ¦æ

3.11 All finalised submissions, as required under this part of the Permit, shall be released to the public by depositing copies in the Environmental Impact Assessment Ordinance Register Office or any other places or by any other means as specified by the Director for public inspection. For this purpose, the Permit Holder shall provide sufficient copies of submissions.

©Ò¦³«ö¥»³\¥iÃÒ¥»³¡³W©w´£¥æªºÀô¹ÒºÊ¹î¤Î¼f®Ö¤å¥ó©w½Z¡A¦b¸pªø­n¨D¤U¶·¤½¶}µ¹¤½²³¤H¤hª¾¹D¡A¤èªk¬O±N¦³Ãö¤å¥ó°Æ¥»¦s©ñ©óÀô¹Ò¼vÅTµû¦ô±ø¨Òµn°O¥U¿ì¨Æ³B©Î¸pªø©Ò«ü©wªº¥ô¦ó¦a¤è¡A¥H¨Ñ¤½²³¬d¾\¡C¬°¦¹¡A³\¥iÃÒ«ù¦³¤H¶·´£¨Ñ¨¬°÷ªº¤å¥ó°Æ¥»¡C

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Notes :

µù¡G

1. This environmental permit consists of three parts, namely, PART A (Main Permit), PART B (Description of Designated Project) and PART C (Permit Conditions).

¥»Àô¹Ò³\¥iÃÒ¦@¦³3³¡¡A§Y¡GA³¡¡]³\¥iÃÒ¥D­n³¡¤À¡^¡FB³¡¡]«ü©w¤uµ{¶µ¥Øªº»¡©ú¡^¡F¤ÎC³¡¡]³\¥iÃÒ±ø¥ó¡^¡C

2. The Permit Holder may apply under Section 13 of the Ordinance to the Director for a variation of the conditions of this environmental permit. The Permit Holder shall replace the original permit displayed on the construction site, by the amended permit.

³\¥iÃÒ«ù¦³¤H¥i®Ú¾Ú±ø¨Ò²Ä13±øªº³W©w¦V¸pªø¥Ó½Ð§ó§ï¥»Àô¹Ò³\¥iÃÒªº±ø¥ó¡C³\¥iÃÒ«ù¦³¤H¶·±N¸g­×§ïªº³\¥iÃÒ¡A´À´«¦b«Ø³y¤u¦a¤º®i¥Üªº­ì¦³³\¥iÃÒ¡C

3. A person who assumes the responsibility for the whole or a part for the decommissioning of the designated project may, before he assumes responsibility for the decommissioning of the designated project, apply under Section 12 of the Ordinance to the Director for a further environmental permit.

©Ó¾á¸Ñ°£«ü©w¤uµ{¶µ¥Ø¹B§@ªº¾ã¶µ©Î³¡¤À¤uµ{ªº³d¥ôªº¤H¡A¦b©Ó¾á¸Ñ°£«ü©w¤uµ{¶µ¥Ø³d¥ô¤§«e¡A¥i®Ú¾Ú±ø¨Ò²Ä12±øªº³W©w¦V¸pªø¥Ó½Ð·sªºÀô¹Ò³\¥iÃÒ¡C

4. Under Section 14 of the Ordinance, the Director with the consent of the Secretary for Planning, Environment and Lands, may suspend, vary or cancel this environmental permit. The permit shall be removed from the display on the construction site.

®Ú¾Ú±ø¨Ò²Ä14±øªº³W©w¡A¸pªø¥i¦b³W¹ºÀô¹Ò¦a¬F§½§½ªøªº¦P·N¤U¼È®É¦Q¾P¡B§ó§ï©Î¨ú®øÀô¹Ò³\¥iÃÒ¡C¸Ó³\¥iÃÒ¥²¶·±q«Ø³y¤u¦a°£¤U¡A¤£¦A®i¥Ü

5. If this permit is cancelled or surrendered during the decommissioning, an environmental permit must be obtained under the Ordinance before the decommissioning of the designated project could continue. It is an offence under Section 26(1) of the Ordinance to decommission a designated project without an environmental permit.

¦pªG¥»³\¥iÃÒ¦b¸Ñ°£¹B§@´Á¶¡¨ú®ø©Î¥æ¦^¡A«h¦bÄ~Äò¶i¦æ¸Ñ°£«ü©w¤uµ{¶µ¥Ø¹B§@¤§«e¡A¥²¶·¥ý®Ú¾Ú±ø¨Ò³W©w¨ú±oÀô¹Ò³\¥iÃÒ¡C®Ú¾Ú±ø¨Ò²Ä26(1)±øªº³W©w¡A¥ô¦ó¤H¦b¨S¦³Àô¹Ò³\¥iÃÒªº±¡ªp¤U¸Ñ°£«ü©w¤uµ{¶µ¥Øªº¹B§@¡A§YÄݥǸo¡C

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Annex A: Summary of Remediation Objectives

ªþ¥óA¡G¸É±Ï¤u§@«ü¼Ð¤jºõ

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Matrix

°ò½è

Key Remediation Parameter

¥D­n¸É±Ï°Ñ¼Æ

Remediation Target

¸É±Ï¤u§@¥Ø¼Ð

Justification

²z¾Ú

Soil

¤gÄ[

Total Petroleum Hydrocarbon

Á`¥ÛªoÖL

Dutch B level

(1000 ppm TPH)

²üÄõB¤ô¥­

(1000ppm Á`¥ÛªoÖL)

Remediation standard adopted by EPD in previous cases

Àô«O¸p¦b¥ý«e­Ó®×©Ò±Ä¨úªº¸É±Ï¼Ð·Ç

Floating oil

¯Bªo

Total Petroleum Hydrocarbon

Á`¥ÛªoÖL

non detectable

¤£¯à¹îı¨ì

Removal of source material

°£¥h¨Ó·½ª«®Æ

Ground Water

¦a¤U¤ô

Benzene

­f

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Tetrachloroethylene

¥|´â¤A²m

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Toluene

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17£gg l -1ƒÝ

17£gg l -1

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110£gg l -1ƒ¡

110£gg l -1

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25,000 £gg l -1ƒn

25,000£gg l -1

Remediation levels to meet acceptable risk level*

¬°²Å¦X¥i±µ¨ü­·ÀI¤ô¥­©Ò³]­qªº¸É±Ï¤ô¥­*

Remediation levels to meet acceptable risk level*

¬°²Å¦X¥i±µ¨ü­·ÀI¤ô¥­©Ò³]­qªº¸É±Ï¤ô¥­*

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Remediation levels to meet acceptable hazard quotient*

¬°²Å¦X¥i±µ¨ü¦MÀI°Ó¼Æ©Ò³]­qªº¸É±Ï¤ô¥­

Soil Gas

¤gÄ[®ðÅé

Methane

¥ÒÖJ

10% - 20% of the lower explosive limit (LEL)

¤UÃz¬µ¤ô¥­(LEL)10%- 20%

Control limits to provide a significant margin of safety

¬°´£¨ÑÅãµÛªº¦w¥þ­­«×©Ò³]­qªº±±¨î·¥­­

* acceptable risk level = 1 x 10-6

¥i±µ¨ü­·ÀI¤ô¥­ ¡×1¡Ñ10-6

acceptable hazard quotient = 1.0

¥i±µ¨ü¦MÀI°Ó¼Æ ¡×1.0

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Annex B: Measures for Good Housekeeping and Engineering Practice

ªþ¥óB¡G¨}¦n¤º°ÈºÞ²z¤Î§Þ³N¹ê½îªº±¹¬I

1. As mentioned in Section 8.3 and Table 12.3 in the EIA Report, site run-off and drainage shall be prevented or minimized in accordance with the guidelines stipulated in the Environmental Protection Department¡¦s Practice Note for Professional Persons, Construction Site Drainage (ProPECC PN 1/94). To mitigate environmental impacts from site run-off, the following shall be implemented:

¦pÀôµû³ø§i²Ä8.3±ø¤Îªí12.3©Ò´£­z¡A¥²¶·¨Ì¾ÚÀô¹Ò«OÅ@¸p¨Ñ±M·~¤H¤h°Ñ¦Òªº±M·~¦u«h¡mProPECC PN1/94¡n(Ãö©ó«Ø¿v¤u¦a±Æ¤ô)©Ò­q©úªº«ü¤Þ¡A¨¾¤î©ÎºÉ¥i¯à´î¤Ö¤u¦a®|¬y¤Î¦Ã¤ô¡C¬°´î»´¤u¦a®|¬y©Ò³y¦¨ªºÀô¹Ò¼vÅT¡AÀ³±Ä¨ú¤U¦C±¹¬I¡G

(a) the boundaries of earthworks shall be marked and surrounded by dykes or embankments. Temporary ditches such as channels, earth bunds or sand bag barriers shall be provided to facilitate run-off discharge into stormwater drain, via a silt retention pond;

¤g¤è¤uµ{ªº¬É½u¥²¶·¼Ð©ú¡A¨Ã¥H³öÀ¢©Î¸ô³ö¥]³ò¡CÀ³«õ±¸Á{®ÉÀ¢·¾µ¥±Æ¤ô¹D¡A¤Î³]¸m¤g³ö©Î¨F¥]«Ì»Ù¡A¥H§Q«K®|¬y³q¹L²Jªd¨I¿n¦À¤~±Æ¤J«B¤ô´ë¡F

(b) sediment traps / silt retention pond and channels shall be cleaned and maintained on a regular basis. Daily inspections of these facilities is required;

ºIªd¾¹/²Jªd¨I¿n¦À¤Î±Æ¤ô¹DÀ³©w´Á²M²z©M­×Å@¡C³o¨Ç³]¬IÀ³¨C¤éÀˬd¡F

(c) perimeter channels shall be provided at the site boundaries to intercept storm run-off from off-site. These channels shall be constructed before site formation works and earthworks;

¦b©Ò¦³¤u¦aÃä¬ÉÀ³³]¸m©PÃä±Æ¤ô¹D¡A¥HªýºI«B¤ô®|¬y±q¤u¦a½d³ò¥~¬y¤J¡C³o¨Ç±Æ¤ô¹DÀ³¦b®i¶}¤u¦a¶}©Ý©M¤g¤è¤uµ{¤§«e«Ø¦n¡F

(d) manholes shall be adequately covered or temporarily sealed;

¨F¤«À³§´µ½¾B»\©ÎÁ{®É«Ê³¬¡F

(e) material storage stockpiles shall be covered with tarpaulin or similar fabric to prevent material washing away;

°ï¦sª«®ÆÀ³¥Î¦|¥¬©Î¦PÃþ½è¦aªº¥¬®ÆÂл\¡A¥H¨¾¨R¨«¡F

(f) exposed soil areas shall be minimised to reduce the potential for increased siltation and contamination of run-off. Exposed soil shall be protected by shotcrete or hydroseedings. Temporary access road shall be protected by crushed gravel; and

ªd¤g¥~ÅSªº½d³òÀ³ºÉ¶q´î¤Ö¡A¥H­°§C²Jªd°ï¿n¤Î¦a­±®|¬y¨ü¦Ã¬Vªº¥i¯à©Ê¡C¥~ÅSªºªd¤g¥i±Ä¥Î¼Q®gªd¼ß©Î¤ô¤O¼½ºØªº¤è¦¡§@¨¾Å@¡CÁ{®É³q¸ôÀ³¾Q¬äÀ£¸Hªº¬âÄt¡A¥H«OÅ@¸ô­±¡F

(g) earthwork final surfaces shall be well compacted and subsequent permanent work should be performed immediately.

¤g¤è¤uµ{³Ì«á§¹¤uªºªí¼hÀ³°í¹ê§¹¦n¡A¨ÃÀ³§Y®É¶i¦æÀH«áªº¥Ã¤[¤uµ{¡F

(h) Surface run-off from open oil filling point shall be intercepted by perimeter channels and shall be discharged to stormdrains via petrol interceptor; and

±qÅS¤Ñ¥[ªo¦aÂI±Æ¥Xªº¦a­±®|¬y¡AÀ³§Q¥Î©PÃä±Æ¤ô¹DºI¨ú¡A¸g¹LºIªo¾¹¤~¥i±Æ¤J«B¤ô´ë¡F¤Î

(i) sand and silt removal facilities such as sand traps, silt traps and wheel washing facilities shall be provided to remove sand and silt from run-off prior to discharge outside the site. A section of the road between the wheel washing bay and the public road shall be paved with a fall towards the site to prevent wash water or other site run-off from entering public road drains.

À³´£¨Ñ°£¥hªd¨F¤Î²J¤gªº³]¬I¡A¨Ò¦pºI¨F¾¹¡BºI²Jªd¾¹©M²M¬~¨®½ü³]¬I¡A¥H«K¥ý°£¥h®|¬yùتºªd¨F©M²Jªd¤~¨Ï±q¤u¦a±Æ©ñ¡C¦b²M¬~¨®½ü¤u§@¥x»P¤½¦@¹D¸ô¤§¶¡ªº¤@¬q¸ô­±¡AÀ³¦V¤u¦a¤è¦VçE¿v±×©Y¡A¥H¨¾¬~º°¤ô©Î¤u¦aªº¨ä¥L®|¬y¬y¤J¤½¦@¹D¸ôªº±Æ¤ô´ë¡C

2. As mentioned in Sections 7.3 and 8.3 in the EIA Report, to mitigate environmental impacts from sewage effluent,, the following measures shall be implemented:

¦pÀôµû³ø§i²Ä7.3¤Î8.3±ø©Ò´£­z¡A¬°½w¸Ñ¦Ã¤ô©Ò³y¦¨ªºÀô¹Ò¼vÅT¡AÀ³¹ê¬I¤U¦C±¹¬I¡G

(a) demolition workforce sewage discharges on site shall be connected to the existing sewer or sewage treatment facilities where possible. If the demolition works result in the loss of connection to the sewerage system, adequate portable chemical toilets will need to be provided by a licensed contractor who will be responsible for the proper maintenance of these facilities.

¦b¥i¦æ±¡ªp¤U¡A²M©î¤u¤H¦b¤u¦a±Æ©ñªº¦Ã¤ô¡AÀ³±µ»é¦Ü²{¦³ªº¦Ã¤ôºÞ©Î¦Ã¤ô³B²z³]¬I¡C¦pªG¦]¬°¶i¦æ²M©î¤uµ{¦Ó¤£¯à±µ»é±Æ¦Ã¨t²Î¡AÀ³©e¦««ùµP©Ó¿ì°Ó´£¨Ñ¨¬°÷ªº¬¡°Ê¤ÆÁT´Z©Ò¡A¨Ã¥Ñ¸Ó¦W©Ó¿ì°Ó­t³d§´µ½ºû­×³o¨Ç´Z©Ò¡C

3. As mentioned in Section 8.1 and Table 12.1 in the EIA Report, to mitigate noise impact during decommissioning, the followng measures shall be implemented:

¦pÀôµû³ø§i²Ä8.1±ø¤Îªí12.1©Ò´£­z¡A¬°¦b¸Ñ°£¹B§@´Á¶¡½w¸Ñ¾¸­µ¼vÅT¡AÀ³¹ê¬I¤U¦C±¹¬I¡G

(a) only the types of powered mechanical equipment stipulated in Appendix G of the EIA Report and shown in Annex C attached to this permit shall be used. The sound power level of each type of powered mechanical equipment shall not be higher than the corresponding level stipulated in Appendix G of the EIA report;

¶È¥i¨Ï¥ÎÀôµû³ø§iªþ¿ýG­q©ú¤ÎÀH¥»³\¥iÃÒªþ¥óC©Ò¸üªº¾÷°Ê³]³Æ¡C¨CºØ¾÷°Ê³]³ÆªºÁn¥\²v¯Å¡A¤£±o°ª©óÀôµû³ø§iªþ¿ýG©Ò­q©úªº¬ÛÀ³¤ô¥­¡F

(b) manufacturer¡¦s noise data or noise test report for the following equipment shall be made available at all times for inspection by the Director at all sites covered by this permit:

©ó¥»³\¥iÃÒ²[»\ªº©Ò¦³¤u¦a¥ô¦ó®É¶¡§¡À³³Æ¦s¥Í²£°Ó©Ò´£¨Ñªº¾¸­µ¼Æ¾Ú©Î¾¸­µ´ú¸Õ³ø§i¡A¥H¨Ñ¸pªø¬d¾\¡G

excavator/loader;

«õ¤g¾÷/·h¤g¾÷¡F

bulldozer;

±À¤g¾÷¡F

hand-held rock drill;

¤â´£«¬¥ÛÆp¡F

lorry; and

³f¨®¡F¤Î

crawler rock breaker;

¼i±a«¬¥ÛÆp¡F

c) where manufacturer¡¦s noise data is not available for the above equipment, a noise test report for each make and model of the above equipment shall be made available at all times for inspection by the Director.

¦p¤W­z³]³Æ¥¼³Æ¦³¥Í²£°Óªº¾¸­µ¼Æ¾Ú¡A«hÀ³¦s³Æ¤W­z¨C¤@µP¤l¨C¤@«¬¸¹³]³Æªº¾¸­µ´ú¸Õ³ø§i¡A¥H¨Ñ¸pªø¬d¾\¡C

4. As mentioned in Section 8.4 and Table 12.4 in the EIA Report, the following management practice shall be implemented:

¦pÀôµû³ø§i²Ä8.4±ø¤Îªí12.4©Ò´£­z¡AÀ³¹ê¬I¤U¦CºÞ²z±¹¬I¡G

a) all waste materials shall be segregated into categories that cover: excavated or construction or demolition materials suitable for reuse on site, in reclamation or public filling areas; construction wastes for disposal at landfill; chemical wastes; and general refuse;

©Ò¦³¼o®ÆÀ³¤©¤ÀÃþ¡A¥]¬A¡G¾A©y­ì¦a¦A¥Î¡B¶ñ®ü©Î¶É­Ë¦b¤½²³¶ñ¤g°Ïªº«õ¥Xª«®Æ©Î«Ø¿v©Î²M©îª«®Æ¡F°e©¹°ï¶ñ°Ï±ó¸mªº«Ø¿v¼o®Æ¡F¤Æ¾Ç¼oª«¡F¤Î´¶³q©U§£¡F

b) general refuse shall be collected daily;

´¶³q©U§£À³¨C¤é¦¬¶°¡F

c) waste storage areas shall be regularly maintained and cleaned; and

¶J¦s¼oª«ªº¦a¤èÀ³©w´Á­×Å@©M²M²z¡F¤Î

d) waste shall be stored in suitable containers/receptacles.

¼oª«À³¥Î¾A¦Xªº®e¾¹/²±¾¹©ñ¦n¡C

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Annex C : Comparison of SWL between normal and quieter PME

ªþ¥óC¡G¤ñ¸û¥¿±`©M¸û¹çÀRªº¾÷°Ê³]³ÆªºÁn¥\²v¯Å

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Item

¶µ¥Ø

Number

¼Æ¥Ø

Unmitigated PME

µL½w¸Ñ±¹¬Iªº¾÷°Ê³]³Æ

Quieter PME

¸û¹çÀRªº¾÷°Ê³]³Æ

¡@

¡@

SWL per Item, dB(A)

¨C­Ó¶µ¥ØªºÁn¥\²v¯Å¡A¤À¨©(A)

TM Reference

§Þ³N³Æ§Ñ¿ý°Ñ¦Ò

SWL per Item, dB(A)

¨C­Ó¶µ¥ØªºÁn¥\²v¯Å ¡A¤À¨©(A)

Reference

°Ñ¦Ò

Demolition of existing structure

²M©î²{¦³ºc¿vª«

Excavator/loader

«õ¤g¾÷¡þ·h¤g¾÷

1

1

112.0

112.0

CNP 081

CNP081

105.0

105.0

BS5228, Table 7, Item 59

BS228, ªí7, ¶µ¥Ø59

Buldozer

±À¤g¾÷

1

1

115.0

115.0

CNP 030

CNP030

109.0

109.0

BS5228, Table 7, Item 27

BS228, ªí7, ¶µ¥Ø27

Rock drill, hand held

¤â´£«¬¥ÛÆp

1

1

116.0

116.0

CNP 183

CNP 183

114.0

114.0

BS5228, Table 7, Item 55

BS228, ªí7, ¶µ¥Ø55

Mounted breaker

¸Ë°t«¬¯}¸H¾÷

1

1

122.0

122.0

CNP 027

CNP 027

122

122

CNP 027

CNP 027

Total SWL, dB(A)

Á`Án¥\²v¯Å¡A¤À¨©(A)

124.0

124.0

¡@

122.5

122.5

Installation of remediation

¸Ë³]¸É±Ï³]¬I

¡@

¡@

¡@

¡@

Excavator/Loader

«õ¤g¾÷¡þ·h¤g¾÷

4

4

112.0

112.0

CNP 081

CNP 081

105.0

105.0

BS5228, Table 7, Item 59

BS228, ªí7, ¶µ¥Ø59

Air compressor

ªÅ®ðÀ£ÁY¾÷

1

1

100.0

100.0

CNP 001

CNP 001

100.0

100.0

CNP 001

CNP 001

Lorry

³f¨®

1

1

112.0

112.0

CNP 141

CNP 141

105.0

105.0

BS5228, Table 7, Item 59

BS228, ªí7, ¶µ¥Ø59

Breaker, hand held

¤â´£«¬¯}¸H¾÷

1

1

108.0

108.0

CNP 024

CNP 024

108.0

108.0

CNP 024

CNP 024

Water pump

¤ô¬¦

4

4

88.0

88.0

CNP 281

CNP 281

88.0

88.0

CNP 281

CNP 281

Total SWL, dB(A)

Á`Án¥\²v¯Å¡A¤À¨©(A)

119.5

119.5

¡@

113.5

113.5

Apron concrete removal

©î¨«°±¾÷©W²V¾®¤g

Excavator/loader

«õ¤g¾÷¡þ·h¤g¾÷

1

1

112.0

112.0

CNP 081

CNP 081

105.0

105.0

BS5228, Table 7, Item 59

BS228, ªí7, ¶µ¥Ø59

Crawler rock drill

¼i±a«¬¥ÛÆp

1

1

123.0

123.0

CNP 182

CNP 182

119.0

119.0

BS5228, Table 6, Item 4

BS228, ªí6, ¶µ¥Ø4

Hydraulic rock breaker

ªoÀ£¸H¥Û¾÷

1

1

108.0

108.0

CNP024

CNP 024

108.0

108.0

CNP 024

CNP 024

Total SWL, dB(A)

Á`Án¥\²v¯Å¡A¤À¨©(A)

¡@

123.0

123.0

¡@

119.5

119.5

¡@