7.1 Legislation, Standards and
Guidelines
7.2 Description of the
Environment
7.4 Identification of Potentially
Contaminated Sites
Appendices
Appendix
7.1 Historical Aerial Photos
Appendix
7.2 Correspondences with FSD and
EPD
Appendix
7.3 Photo Records of
Site Survey
Appendix
7.4 Site Walkover Checklist
7.1
Legislation,
Standards and Guidelines
7.1.1
General
7.1.1.1
The
relevant legislation, standards and guidelines applicable to the Study for the
assessment of land contamination include:
·
Annex
19 of the Technical Memorandum on Environmental Impact Assessment Process
(TM-EIAO), Guidelines for Assessment of Impact On Sites of Cultural Heritage
and Other Impacts (Section 3: Potential Contaminated Land Issues), Environmental
Protection Department (EPD), 1997;
·
Guidance
Note for Contaminated Land Assessment and Remediation, EPD, 2007;
·
Guidance
Manual for Use of Risk-Based Remediation Goals (RBRGs) for Contaminated Land
Management, EPD, 2007; and
·
Practice
Guide for Investigation and Remediation of Contaminated Land, EPD, 2011.
7.1.2
Environmental
Impact Assessment Ordinance (EIAO) (Cap. 499), Technical Memorandum on
Environmental Impact Assessment Process (TM-EIAO)
7.1.2.1
Under
Annex 19 of the TM-EIAO, a number of potentially contaminating historical and
present landuses should be considered, including oil installations, gas works,
metal workshops, car repair and dismantling workshops, which have the potential
to cause or have caused land contamination.
Nevertheless, any other potential contaminating activities/
installations/ facilities within the boundary of the Project should be
identified and considered based on professional judgement.
7.1.3
Guidance
Note for Contamination Land Assessment and Remediation
7.1.3.1
In
accordance with EPD’s Guidance Note for Contamination
Land Assessment and Remediation, a contamination assessment evaluation
should:
·
Provide
a clear and detailed account of the present landuse and the relevant past land
history, in relation to possible land contamination;
·
Identify
areas of potential contamination and associated impacts, risks or hazards; and
·
Submit
a plan to evaluate the actual contamination conditions for soil and/or
groundwater, if required.
7.1.4.1
The
Guidance Manual introduces the risk-based approach in land contamination
assessment and presents instructions for comparison of soil and groundwater
data to the RBRGs for 54 chemicals of concern commonly found in Hong Kong. The
RBRGs were derived to suit Hong Kong conditions by following the international
practice of adopting a risk-based methodology for contaminated land assessment
and remediation and were designed to protect the health of people who could
potentially be exposed to land impacted by chemicals under four broad post
restoration landuse categories. The RBRGs also serve as the remediation targets
if remediation is necessary. The RBRGs for soil and groundwater are given in Table 7.1 and Table 7.2 respectively.
Table 7.1 RBRGs
for soil & soil saturation limit
Chemical |
Risk-Based Remediation Goals (RBRGs) for
Soil |
Soil Saturation Limit (Csat) (mg/kg) |
|||
Urban Residential (mg/kg) |
Rural Residential (mg/kg) |
Industrial (mg/kg) |
Public Park (mg/kg) |
||
VOCs |
|||||
Acetone |
9,590 |
4,260 |
10,000* |
10,000* |
*** |
Benzene |
0.704 |
0.279 |
9.21 |
42.2 |
336 |
Bromodichloromethane |
0.317 |
0.129 |
2.85 |
13.40 |
1,030 |
2-Butanone |
10,000* |
10,000* |
10,000* |
10,000* |
*** |
Chloroform |
0.132 |
0.0529 |
1.54 |
253 |
1,100 |
Ethylbenzene |
709 |
298 |
8,240 |
10,000 |
138 |
Methyl tert-Butyl Ether |
6.88 |
2.80 |
70.1 |
505 |
2,380 |
Methylene Chloride |
1.30 |
0.529 |
13.9 |
128 |
921 |
Styrene |
3,220 |
1,540 |
10,000* |
10,000* |
497 |
Tetrachloroethene |
0.101 |
0.0444 |
0.777 |
1.84 |
97.1 |
Toluene |
1,440 |
705 |
10,000* |
10,000* |
235 |
Trichloroethene |
0.523 |
0.211 |
5.68 |
69.4 |
488 |
Xylenes (Total) |
95.0 |
36.8 |
1,230 |
10,000* |
150 |
SVOCs |
|||||
Acenaphthene |
3,510 |
3,280 |
10,000* |
10,000* |
60.2 |
Acenaphthylene |
2,340 |
1,510 |
10,000* |
10,000* |
19.8 |
Anthracene |
10,000* |
10,000* |
10,000* |
10,000* |
2.56 |
Benzo(a)anthracene |
12.0 |
11.4 |
91.8 |
38.3 |
|
Benzo(a)pyrene |
1.20 |
1.14 |
9.18 |
3.83 |
|
Benzo(b)fluoranthene |
9.88 |
10.1 |
17.8 |
20.4 |
|
Benzo(g,h,i)perylene |
1,800 |
1,710 |
10,000* |
5,740 |
|
Benzo(k)fluoranthene |
120 |
114 |
918 |
383 |
|
Bis-(2-Ethylhexyl)phthalate |
30.0 |
28.0 |
91.8 |
94.2 |
|
Chrysene |
871 |
919 |
1,140 |
1,540 |
|
Dibenzo(a,h)anthracene |
1.20 |
1.14 |
9.18 |
3.83 |
|
Fluoranthene |
2,400 |
2,270 |
10,000* |
7,620 |
|
Fluorene |
2,380 |
2,250 |
10,000* |
7,450 |
54.7 |
Hexachlorobenzene |
0.243 |
0.220 |
0.582 |
0.713 |
|
Indeno(1,2,3-cd)pyrene |
12.0 |
11.4 |
91.8 |
38.3 |
|
Naphthalene |
182 |
85.6 |
453 |
914 |
125 |
Phenanthrene |
10,000* |
10,000* |
10,000* |
10,000* |
28.0 |
Phenol |
10,000* |
10,000* |
10,000* |
10,000* |
7,260 |
Pyrene |
1,800 |
1,710 |
10,000* |
5,720 |
|
Metals |
|||||
Antimony |
29.5 |
29.1 |
261 |
97.9 |
|
Arsenic |
22.1 |
21.8 |
196 |
73.5 |
|
Barium |
10,000* |
10,000* |
10,000* |
10,000* |
|
Cadmium |
73.8 |
72.8 |
653 |
245 |
|
Chromium III |
10,000* |
10,000* |
10,000* |
10,000* |
|
Chromium VI |
221 |
218 |
1,960 |
735 |
|
Cobalt |
1,480 |
1,460 |
10,000* |
4,900 |
|
Copper |
2,950 |
2,910 |
10,000* |
9,790 |
|
Lead |
258 |
255 |
2,290 |
857 |
|
Manganese |
10,000* |
10,000* |
10,000* |
10,000* |
|
Mercury |
11.0 |
6.52 |
38.4 |
45.6 |
|
Molybdenum |
369 |
364 |
3,260 |
1,220 |
|
Nickel |
1,480 |
1,460 |
10,000* |
4,900 |
|
Tin |
10,000* |
10,000* |
10,000* |
10,000* |
|
Zinc |
10,000* |
10,000* |
10,000* |
10,000* |
|
Dioxins / PCBs |
|||||
Dioxins (I-TEQ) |
0.001 |
0.001 |
0.005 |
0.001 |
|
PCBs |
0.236 |
0.226 |
0.748 |
0.756 |
|
Petroleum Carbon Ranges |
|||||
C6 - C8 |
1,410 |
545 |
10,000* |
10,000* |
1,000 |
C9 - C16 |
2,240 |
1,330 |
10,000* |
10,000* |
3,000 |
C17 - C35 |
10,000* |
10,000* |
10,000* |
10,000* |
5,000 |
Other Inorganic Compounds |
|||||
Cyanide, free |
1,480 |
1,460 |
10,000* |
4,900 |
|
Organometallics |
|||||
TBTO |
22.1 |
21.8 |
196 |
73.5 |
|
Notes:
[1]
For Dioxins, the clean-up levels in USEPA Office of
Solid Waste and Emergency Response (OSWER) Directive of 1998 have been adopted.
The OSWER Directive value of 1 ppb for residential use has been applied to the
scenarios of "Urban Residential", "Rural Residential", and
"Public Parks", while the low end of the range of values for
industrial, 5 ppb, has been applied to the scenario of "industrial".
[2]
Soil saturation limits for petroleum carbon ranges
taken from the Canada-Wide Standards for Petroleum Hydrocarbons in Soil, CCME
2000.
[3]
* indicates a 'ceiling limit' concentration.
[4]
*** indicates that the Csat value exceeds
the 'ceiling limit' therefore the RBRG applies.
Table
7.2 RBRGs for groundwater and
solubility limit
Chemical |
Risk-Based Remediation Goals (RBRGs) for
Groundwater |
Solubility Limit (mg/L) |
||
Urban Residential (mg/L) |
Rural Residential (mg/L) |
Industrial (mg/L) |
||
VOCs |
||||
Acetone |
10,000* |
10,000* |
10,000* |
*** |
Benzene |
3.86 |
1.49 |
54.0 |
1,750 |
Bromodichloromethane |
2.22 |
0.871 |
26.2 |
6,740 |
2-Butanone |
10,000* |
10,000* |
10,000* |
*** |
Chloroform |
0.956 |
0.382 |
11.3 |
7,920 |
Ethylbenzene |
1,020 |
391 |
10,000* |
169 |
Methyl tert-Butyl Ether |
153 |
61.1 |
1,810 |
*** |
Methylene Chloride |
19.0 |
7.59 |
224 |
*** |
Styrene |
3,020 |
1,160 |
10,000* |
310 |
Tetrachloroethene |
0.250 |
0.0996 |
2.95 |
200 |
Toluene |
5,110 |
1,970 |
10,000* |
526 |
Trichloroethene |
1.21 |
0.481 |
14.2 |
1,100 |
Xylenes (Total) |
112 |
43.3 |
1,570 |
175 |
SVOCs |
||||
Acenaphthene |
10,000 |
7,090 |
10,000* |
4.24 |
Acenaphthylene |
1,410 |
542 |
10,000* |
3.93 |
Anthracene |
10,000* |
10,000* |
10,000* |
0.0434 |
Benzo(a)anthracene |
|
|
|
|
Benzo(a)pyrene |
|
|
|
|
Benzo(b)fluoranthene |
0.539 |
0.203 |
7.53 |
0.0015 |
Benzo(g,h,i)perylene |
|
|
|
|
Benzo(k)fluoranthene |
|
|
|
|
Bis-(2-Ethylhexyl)phthalate |
|
|
|
|
Chrysene |
58.1 |
21.9 |
812 |
0.0016 |
Dibenzo(a,h)anthracene |
|
|
|
|
Fluoranthene |
10,000* |
10,000* |
10,000* |
0.206 |
Fluorene |
10,000* |
10,000* |
10,000* |
1.98 |
Hexachlorobenzene |
0.0589 |
0.0234 |
0.695 |
6.20 |
Indeno(1,2,3-cd)pyrene |
|
|
|
|
Naphthalene |
61.7 |
23.7 |
862 |
31.0 |
Phenanthrene |
10,000* |
10,000* |
10,000* |
1.00 |
Phenol |
|
|
|
|
Pyrene |
10,000* |
10,000* |
10,000* |
0.135 |
Metals |
||||
Antimony |
|
|
|
|
Arsenic |
|
|
|
|
Barium |
|
|
|
|
Cadmium |
|
|
|
|
Chromium III |
|
|
|
|
Chromium VI |
|
|
|
|
Cobalt |
|
|
|
|
Copper |
|
|
|
|
Lead |
|
|
|
|
Manganese |
|
|
|
|
Mercury |
0.486 |
0.184 |
6.79 |
|
Molybdenum |
|
|
|
|
Nickel |
|
|
|
|
Tin |
|
|
|
|
Zinc |
|
|
|
|
Dioxins / PCBs |
||||
Dioxins (I-TEQ) |
|
|
|
|
PCBs |
0.433 |
0.171 |
5.11 |
0.031 |
Petroleum Carbon Ranges |
||||
C6 - C8 |
82.2 |
31.7 |
1,150 |
5.23 |
C9 - C16 |
714 |
276 |
9,980 |
2.80 |
C17 - C35 |
12.8 |
4.93 |
178 |
2.80 |
Other Inorganic Compounds |
||||
Cyanide, free |
|
|
|
|
Organometallics |
||||
TBTO |
|
|
|
|
Notes:
[1] Blank indicates that RBRG
could not be calculated because the toxicity or physical/chemical values were
unavailable, or the condition of Henry's Law Constant>0.00001 was not met
for the inhalation pathway.
[2] Water solubilities for
Petroleum Carbon Range aliphatic C9-C16 and greater than C16 generally are
considered to be effectively zero and therefore the aromatic solubility for
C9-C16 is used.
[3] * indicates a 'ceiling
limit' concentration.
[4] *** indicates that the
solubility limit exceeds the 'ceiling limit' therefore the RBRG applies.
7.1.5
Practice
Guide for Investigation and Remediation of Contaminated Land
7.1.5.1
The
EPD’s Practice Guide for Investigation
and Remediation of Contaminated Land includes a summary of the general
steps of a contamination assessment study, which include site appraisal, site
investigation and remediation.
7.2
Description of the
Environment
7.2.1.1
As
discussed in Section 2, the works
area of the Project is located at the shore of Lai Chi
Wo, mostly within Yan Chau Tong Marine Park, and partly within Plover Cove Country
Park. Part of the works area is currently occupied by Lai Chi Wo Pier of
approximately 64m long and 2.5m wide which would be subject to pier improvement
works under the Project. The adjacent area of the Project is generally rural in
character with Lai Chi Wo village located to about 400m southwest of the
Project. The Project and its adjacent area are currently not covered by any
Outline Zoning Plan (OZP). Figure 1.3
shows the works area of the Project.
7.3.1
Overview
7.3.1.1
A
land contamination assessment has been conducted according to the following
procedures. The procedures listed below are further discussed in the following
sections.
·
Identification of potentially contaminated sites;
·
Identification
of potential for future land contamination; and
·
Recommending necessary mitigation measures, if necessary.
7.4
Identification
of Potentially Contaminated Sites
7.4.1
General
7.4.1.1
To
minimise the work areas and potential environmental impacts, the total area of
the proposed site boundary/works area has been reduced 0.4ha from 1.93ha in the
Project Profile to 1.53ha in the EIA Report. Within the latest works area, a
desktop review of historical aerial photos, activities and relevant incidents
in the works area was conducted to identify any potentially contaminated sites.
After the desktop review had been completed, site walkover surveys were conducted
to ground truth the findings. A summary of the key procedures to identify
potentially contaminated sites is given below.
·
Review of aerial photographs;
·
Review of other relevant information; and
·
Site surveys.
7.4.2
Aerial
Photographs and Historical Land Uses
7.4.2.1
The
aerial photos from Year 1945 to Year 2018 were reviewed to identify any
historical land uses with potential of land contamination within the works area. The review indicated that the works area
comprises mainly natural terrain with village houses located to the
northwestern and outside the works area.
7.4.2.2
The
findings from reviewing the aerial photographs between 1945 and 2018 showing
the works area of the Project are summarized in Table 7.3 and the aerial photographs are given in Appendix 7.1.
Table 7.3 Historical
land use of the Project
Year |
Description |
1945 |
·
The first aerial photograph recorded the works area
of the Project ·
The works area is rural in nature, only consisting
of undeveloped land and sea ·
Neither pier nor other structures were identified
within the works area. |
1954 |
·
The last aerial photograph before a pier was built. ·
No significant change in land uses within the works
area was observed as compared with those in Year 1945. |
1956 |
·
The earliest aerial photograph recorded the presence
of a pier. ·
A pier, which is shorter than the existing pier, was built at the location of the existing
pier. |
1963 |
·
No significant change in land uses within the works
area was observed as compared with those in Year 1956. ·
Village settlements were observed to the northwest outside
the works area. |
1978 |
·
No significant change in land uses within the works area
was observed as compared with those in Year 1963. ·
The pier was lengthened when compared with the pier
in 1963. ·
Plover Cove Country Park was designated in 1978. Lai
Chi Wo was also partly included in the Country Park. |
1986 |
·
No significant change in land uses within the works
area was observed as compared with those in Year 1978. |
2007 |
·
No significant change in land uses within the works
area was observed as compared with those in Year 1986. ·
Part of the woodland to the west outside the works
area was lost. |
2018 |
·
The recent aerial photograph recorded the works area.
·
No significant change in land uses within the works
area was observed as compared with those in Year 2007. |
7.4.3
Other
Relevant Information
Fire Services Department
7.4.3.1
Fire
Services Department (FSD) was contacted in August 2019 for:
·
The
records of Dangerous Goods License(s); and
·
The
reported accidents of spillage/leakage within the boundary of the Project.
7.4.3.2
Based
on the latest information provided by FSD in September 2019, no record of
dangerous goods licence was issued but six incident records were found at Lai
Chi Wo in the past three years. The six incident records included four records
of vegetation fire occurred at Lai Chi Wo, one record of rubbish fire on the
Pier and one record of mountain rescue at Lai Chi Wo. None of the records were
incidents of spillage/ leakage of dangerous goods within the boundary of the
Project. Copy of FSD’s correspondence is provided in Appendix 7.2.
Environmental Protection Department
7.4.3.3
EPD
was contacted in August 2019 for:
·
The
records of Chemical Waste Producers Registration; and
·
The
reported accidents of spillage/leakage within the boundary of the Project.
7.4.3.4
Based
on the information provided by EPD in August 2019, there are neither registered
Chemical Waste Producers and nor chemical spillage/ leakage records within the
boundary of the Project. Copy of EPD’s correspondence is provided in Appendix 7.2.
7.4.4
Site
Survey
7.4.4.1
Site
walkover surveys were conducted in August 2018, September 2018 and May 2019 to
ground truth the findings of the desktop research and to identify any other
potentially contaminated areas. Possible contaminants, if any, would be identified in accordance with
EPD’s Practice
Guide for Investigation and Remediation of Contaminated Land.
7.4.4.2
Photo
records of the site walkover surveys are shown in Appendix 7.3 and descriptions
are provided in Table 7.4 below. The
site walkover checklist is given in Appendix
7.4.
Table 7.4 Descriptions
of site photos
Photo ID |
Description |
Photo 1 |
The photo shows
the existing pier with a navigation light and landing steps from the sea. By
site observation, there were neither oil stains nor land contaminating
activities. No signs of land contamination were observed. |
Photo 2 |
The photo shows
the natural muddy shore to the southwest of the pier. By site observation,
there were neither oil stains nor land contaminating activities. No signs of
land contamination were observed. |
Photo 3 |
The photo shows
the natural sandy shore with patches of grasslands from the north of the
pier. On the right is the natural slope of Plover Cove Country Park. By site
observation, there were neither oil stains, stressed vegetation nor land
contaminating activities. No signs of land contamination were observed. |
Photo 4 |
The photo shows
the concrete-paved pier walkway from the landside towards the seaside. By
site observation, there were neither oil stains nor land contaminating
activities. No signs of land contamination were observed. |
Photo 5 |
The photo shows
the concrete-paved pier walkway from the seaside towards the landside. By
site observation, there were neither oil stains nor land contaminating
activities. No signs of land contamination were observed. |
Photo 6 |
The photo shows
the signage next to the hiking trails. By site observation, there were
neither oil stains, stressed vegetation nor land contaminating activities. No
signs of land contamination were observed. |
Photo 7 |
The photo shows
the pier to the southwest of the pier. By site observation, there were
neither oil stains nor land contaminating activities. No signs of land
contamination were observed. |
Photo 8 |
The photo shows the
natural slope to the west of the pier. Wood pallets were also found right
next to the hiking trail. By site
observation, there were neither oil stains, chemical containers, stressed
vegetation nor land contaminating activities. No signs of land contamination
were observed. |
Photo 9 |
The photo shows
the wood pallets right next to the hiking trail. By site observation, there
were neither oil stains, chemical containers, stressed vegetation nor land
contaminating activities. No signs of land contamination were observed. |
Photo 10 |
The photo shows the natural
sandy shore with patches of grasslands from the north of the pier. By site
observation, there were neither oil stains, stressed vegetation nor land
contaminating activities. No signs of land contamination were observed. |
7.4.4.3
The
existing pier is a straight solid concrete finger pier of about 64m long and
2.5m wide. A navigation light is at the head of the pier and two bollards are
located on each side of the pier. Two sets of 1m high galvanised steel tubular
railing are along the southwestern edge of the existing pier. According
to FSD’s latest information, there was a rubbish fire occurred on the pier on
12 November 2018. During the site walkover survey conducted in May 2019 after
the incident of the rubbish fire, neither oil stains, stressed vegetation,
chemical containers nor land contaminating activities were identified at the
existing pier or the proposed works area at the landside. As such, no potential land contamination issue
is anticipated in the Project site.
7.4.5
Summary
7.4.5.1
Based
on the review of the aerial photos, the information from EPD and FSD and the
findings from ground-truthing, no potentially contaminated areas have been
identified in the Project Site.
7.5.1.1
This
land contamination assessment has examined the potential contaminative land uses
within the boundary of the Project. Based on the desktop review findings of the
aerial photos, the information collected during site surveys as well as the
information provided by EPD and FSD, no potential land contamination issue is
identified within the boundary of the Project. Further site investigation or mitigation
measures are therefore not required.