This Section
presents the assessment of potential land contamination impact associated with
the construction and operation of the Project. The assessment identifies the potential
sources of land contamination, summarises the
intrusive site assessment findings, and reviews the need for mitigation measures and monitoring and audit programme to minimize potential environmental implications
from the Project, and assesses the potential residual impacts after the
implementation of the mitigation measures (if required).
A site appraisal of the Project Site was carried out
to identify potential sources of land contamination
from sources located within or adjacent to the Project Site. A Contamination Assessment Plan (CAP) was
prepared outlining a
programme for the intrusive site investigation to determine presence and extent
(if any) of contamination at the Project Site.
The CAP was approved by the EPD in December 2009.
The land contamination site investigation was carried
out in accordance with the CAP in January 2010.
Upon completion of the site investigation, a Contamination Assessment
Report (CAR) was prepared detailing the investigation programme, on-site
observations, and the results of the soil sampling and testing. The CAR was submitted to the EPD in March
2010.
This land contamination assessment has been
undertaken in accordance with the requirements of Section 3.4.7 of the EIA Study Brief and makes reference
to the CAP, dated October 2009 and the CAR, dated March 2010 (a copy of which
including the CAP is provided in Annex F).
10.2
Legislative
Requirements and Evaluation Criteria
Section 3.4.7 (ii) of the EIA Study Brief requires the EIA study to address likely issues
associated with the land contamination within the study boundary and, if any,
the boundaries of all associated areas of the Project. The brief requires the contamination impact
to be evaluated and assessed as stipulated in Sections 3 of Annex 19 of the Technical Memorandum on the Environmental Impact Process (EIAO-TM), issued under Section 16 of
the EIAO. Annex 19 of the EIAO-TM: Guidelines
for Assessment of Impact on Sites of Cultural Heritage and Other Impacts
provides guidance on contamination assessment of potential contaminated land.
The assessment of land contamination sources and the
potential impacts to particular development projects are guided by the EPD’s Guidance Manual
for Use of Risk-based Remediation Goals (RBRGs) for
Contaminated Land Management (the RBRG Guidance Manual), the associated Guidance Note for Contaminated Land
Assessment and Remediation, and the EPD’s Guidance Notes for Investigation and
Remediation of Contaminated Sites of Petrol Filling Stations, Boatyards, and
Car Repair/Dismantling Workshop. The
RBRGs were developed for four different
post-restoration land-use scenarios. The
Project Site is classified as a Rural Residential Site under the RBRGs.
RBRGs
for soil, used in conjunction with associated Soil Saturation Limits (Csat),
set the remediation goals for soil.
Detected concentrations of Chemicals of Concern (COCs)
in soil at the Project Site will be compared to the RBRG values for Rural
Residential Land Use and the associated Csat values.
The following legislation, documents and guidelines
may also cover or have some bearing upon the assessment contamination and the
handling, treatment and disposal of contaminated materials (if any) for the
Project.
·
Waste Disposal Ordinance (Cap 354);
·
Waste Disposal (Chemical Waste) (General)
Regulation (Cap 354);
·
Code of Practice on the Packaging,
Labelling and Storage of Chemical Wastes, EPD (1992);
·
Water Pollution Control Ordinance (WPCO)
(Cap 358); and
·
Technical Memorandum on Standards for
effluents Discharged into Drainage and Sewerage Systems, Inland and Coastal
Waters.
The following sections describe the Project Site and
the environmental settings, and is contained in the CAP in Annex F and
referenced as deemed necessary.
10.3.1
Site Environmental Setting
The Project Site comprises an
approximately 4.5 km long section of the
10.3.2
Description of Existing Conditions
A review of the available information, including a review
of aerial photographs, historical maps, and historical contamination study in
the Project area and the nearby area, was conducted for potential sources of
land contamination that may impact the Project Site. Two site surveys were also undertaken by ERM,
the first of which was undertaken on 30 July 2009 and the second site survey on
7 August 2009, as detailed in the CAP.
During the surveys, the area was inspected for evidence of any of the
following characteristics:
·
open
burning;
·
areas
of dead or stressed vegetation;
·
areas
of stained soil;
·
recent
soil disturbances;
·
on
site disposal of municipal or hazardous wastes;
·
oil
slicks or discoloration on surface waters;
·
storage
and handling of chemicals, oils and other materials;
·
abnormal
odours; and,
·
indications
of presence of septic tanks or underground storage tanks (UST).
In the vicinity of the Project Site, a few potential
commercial and industrial developments were identified. These included an abandoned poultry farm, a non-operating
industrial facility with an air emission stack, a police station with a
dangerous goods store and a pumping station for the
Table 10.1 Potential
Commercial and Industrial Developments Identified in the Vicinity of the
Project Site during Site Survey
Site |
Description (a) |
Approximate Distance to Project Site (m) |
Potential Contaminants |
1 |
Abandoned poultry farm. |
40 |
- |
2 |
Abandoned poultry/livestock farm. |
50 |
- |
3 |
A nursery - storage of fertilizers in
the field, the area is not paved but is covered by plastic sheets structure. |
100 |
Fertilizers and pesticides |
4 |
Fenced off area with buildings and an
air emission stack. Next to this area
were large buildings in fenced off area. Information from a local villager
indicates that the site was a bean curd sheets/sticks manufacturing
plant. It appears that it was not in
operation for some times. It is not
sure about the type of fuel to be used for the operation of the plant
(charcoal/woods or diesels). |
Partly within the Project Site |
Petroleum hydrocarbons, volatile organic
compounds |
5 |
Police station with dangerous goods
store. Opposite police station was a
fire station. An emergency generator
was installed in a plant room within the police station building. An above ground diesel tank (about 250
litre with a drip tray) was provided within the plant room. The plant room was paved and there is no
sign of oil spillage. A Dangerous
Goods (DG) store contains Types 4 and 5 DG in containers. The room is paved and with no sign of
chemical spillage |
75 |
Petroleum hydrocarbons, volatile organic
compounds |
6 |
River |
10 |
Petroleum hydrocarbons |
Note: (a)
Sites
were identified through aerial photographs, survey maps and site surveys. |
Locations of these facilities are shown in Figure
10.1 and photographs taken during the site survey are presented in the
CAP (Annex F).
10.4
Potential Sources
of Land Contamination at the Site
Based on the historical uses of the Project Site and
the environmental setting described above, the following potential existing
on-site sources of land contamination that could affect the Project Site have been
identified. They are described in the
following sections.
10.4.1
Potential Existing Sources
The results of the desktop review and the site
surveys indicated six (6) potential sites with land contamination
concerns.
Site 1 is located at about 40 m from the Project
Site. The location of this establishment
was identified through a review of aerial photographs and verified by site
visit. Although access into the site was
not available, based on the nature of its setting and the building
arrangements, the facility was identified to be an abandoned poultry farm. Given the previous use of the site and that
the site is located at about 170 m from the Project area, no further
contamination investigation for this area was recommended.
Site 2 is located adjacent to the Project
Site. The location of this establishment
was identified through a review of aerial photographs. ERM visited this site on 7 August 2009 and identified
that it was for poultry/ livestock farm uses.
The facility was abandoned and most of the buildings/sheds were
damaged. No potential land contamination
sources were identified within the site.
Site 3 is a nursery which is located at
approximately 100 m from the Project Site.
Site survey found that fertilizers stored in bags were stored on
site. The fertilizer storage at this
site was not considered to be a significant off site source that could cause
significant on-going contamination at the Project Site. No further contamination investigation for
these areas was recommended.
Site 4 is a potential industrial site identified
in the first site visit, partly located within the Project Site. Restricted site access meant that the
potential contaminations from this site could not be confirmed during the site
surveys and no information was available through previous investigations or
historical maps/photographs. During the
second site visit on 7 August 2009, a local villager informed the study team
that the site was formally used for production of bean curd sheets and
sticks. However, the type of fuels (eg charcoals/woods or diesel) used for the production
cannot be determined. The potential for
land contamination at this site cannot be excluded. Further contamination investigation for this
area was recommended.
Site 5 is the Ta Kwu
Ling Police Station which has a DG store and an oil storage tank. It is located at about 75 m from the Project
Site. The above ground oil storage tank
(about 250 L with a drip tray) was installed within the plant room of the emergency
genset. The
plant room is paved and with no sign of oil spillage. Types 4 and 5 DG are stored in containers and
the DG store is paved and with no sign of chemical spillage. The potential for land contamination of the
Project Site due to the operation of the DG store and the above ground oil
storage tank was considered low. No
further contamination investigation in this site was recommended.
Site 6 is a water pumping station (located
adjacent to the Project Site) for the
In addition to the industrial and
commercial sites identified above, the
The above sites and requirements for further
investigation have been summarised in Table 10.2.
Table 10.2 Potential
Sources of Contamination
Site |
Description |
Distance to Project Site (m) |
Potential Impacts to Project Site? |
Further Investigation Required? |
1 |
Abandoned poultry farm. |
170 |
No |
No |
2 |
Abandoned poultry/livestock farm. |
65 |
No |
No |
3 |
A nursery with storage of fertilizers in
the field. The area is not paved but is
covered by plastic sheets structure. |
170 |
No |
No |
4 |
Fenced off area with buildings and an
air emission stack. Next to this area
were large buildings in fenced off area. |
Partly within the Project Site |
Yes |
Yes |
5 |
Ta Kwu Ling Police
Station with an above ground diesel oil storage tank and DG within the paved
rooms of the station. |
90 |
No |
No |
6 |
River |
90 |
No |
No |
7 |
|
0 - 10 |
No |
No |
10.4.2
Potential Future Source
10.5
Land
Contamination Site Investigation
The site investigation adjacent to Site 4 was
undertaken on 21 January 2010 in accordance with the investigation programme
and methodology described in the CAP and the results are presented in the CAR.
Site investigation was carried out at one
(1) sampling location, namely BH1, located immediately adjacent to Site 4 and
within the Project Site (see Figure 10.2), as presented in the CAR. Soil samples collected were visually
inspected and checked for olfactory evidence of potential contamination.
The site investigation involved the use of
a trial pit to investigate and determine the presence of soil
contamination. Soil samples were taken
from 0.5 m, 1.5 m and 2.95 m ([2]) below the ground
surface (bgs) for analysis of metals (Antimony, Arsenic,
Barium, Cadmium, Chromium III, Chromium VI, Cobalt, Copper, Lead, Manganese,
Mercury, Molybdenum, Nickel, Tin and Zinc), total petroleum
hydrocarbons (TPH), benzene, toluene, ethylbenzene
and xylenes (BTEX) and polycyclic aromatic
hydrocarbons (PAHs).
No groundwater sample was collected during
the site investigation due to the absence of groundwater at the maximum
excavation depth of 2.95 m (bgs).
10.5.2
Soil
Analytical Results
Soil samples analytical results are
presented in Table 10.3 and summarised in Table
10.4,
as required under the RBRG Guidance
Manual.
The
detailed results of the laboratory analysis of the soil samples with the QA/QC
information are presented in the CAR (see Annex F).
All analytical results of soil samples
were below the RBRG standard for Rural Residential Land Use.
Table 10.3 Soil
Data Summary and Comparison to RBRGs and Csat (mg/kg)
Chemical |
Frequency of detection
(x/y) (b) |
Range of detected conc.
(mg/kg) |
LOR |
RBRG (mg/kg) (b) |
Csat (mg/kg) |
Maximum concentration
exceeds |
|
RBRG |
Csat |
||||||
Metals |
|||||||
Antimony |
0/4 |
BRL |
1 |
29.1 |
N/A |
None |
N/A |
Chromium (VI) |
0/4 |
BRL |
1 |
218 |
N/A |
None |
N/A |
Chromium (III) |
4/4 |
8 – 18 |
1 |
10,000 |
N/A |
None |
N/A |
Arsenic |
4/4 |
9 – 21 |
1 |
21.8 |
N/A |
None |
N/A |
Barium |
4/4 |
21 - 52 |
1 |
10,000 |
N/A |
None |
N/A |
Cadmium |
1/4 |
BRL – 0.2 |
0.2 |
72.8 |
N/A |
None |
N/A |
Cobalt |
4/4 |
1 – 2 |
1 |
1,460 |
N/A |
None |
N/A |
Copper |
4/4 |
7 – 30 |
1 |
2,910 |
N/A |
None |
N/A |
Lead |
4/4 |
29 – 47 |
1 |
255 |
N/A |
None |
N/A |
Manganese |
4/4 |
34 – 182 |
1 |
10,000 |
N/A |
None |
N/A |
Mercury |
0/4 |
BRL |
0. 2 |
6.52 |
N/A |
None |
N/A |
Molybdenum |
4/4 |
1 – 2 |
1 |
364 |
N/A |
None |
N/A |
Nickel |
4/4 |
3 – 7 |
1 |
1,460 |
N/A |
None |
N/A |
Tin |
4/4 |
1 – 2 |
1 |
10,000 |
N/A |
None |
N/A |
Zinc |
4/4 |
24 - 774 |
1 |
10,000 |
N/A |
None |
N/A |
TPH |
|||||||
C6-C8 |
0/4 |
BRL |
20 |
545 |
N/A |
None |
N/A |
C9-C16 |
0/4 |
BRL |
200 |
1,330 |
N/A |
None |
N/A |
C17-C35 |
0/4 |
BRL |
500 |
10,000 |
N/A |
None |
N/A |
BTEX |
|||||||
Benzene |
0/4 |
BRL |
0.1 |
0.279 |
336 |
None |
None |
Toluene |
0/4 |
BRL |
0.5 |
705 |
235 |
None |
None |
Ethylbenzene |
0/4 |
BRL |
0.5 |
298 |
138 |
None |
None |
Xylenes (Total) |
0/4 |
BRL |
0.5 - 1 |
36.8 |
150 |
None |
None |
PAHs |
|||||||
Various |
0/4 |
BRL |
0.5 - 1 |
Var |
Var |
None |
None |
Notes: (a)
Table based on Standard Form 3.2 of the RBRG
Guidance Manual (b)
x = number of samples above laboratory reporting
limit, y = number of samples analysed (c)
RBRG for rural residential land use was used for
this Project (d)
LOR = Level of reporting (e)
N/A = not applicable (no Csat values were
available for these parameters) (f)
BRL
= Below reporting limit (g)
Var.
= various RBRG and Csat\ values for individual compound |
Table 10.4 Soil
Analytical Results (mg/kg)
Chemical |
LOR |
RBRG |
Csat
|
Sample ID |
|||
BH1 0.5m |
BH1 1.5m |
BH1 2.95m |
BH1 DUP |
||||
Metals |
|||||||
Antimony |
1 |
29.1 |
N/A |
BRL |
BRL |
BRL |
BRL |
Chromium (VI) |
1 |
218 |
N/A |
BRL |
BRL |
BRL |
BRL |
Chromium (III) |
1 |
10,000 |
N/A |
14 |
18 |
8 |
15 |
Arsenic |
1 |
21.8 |
N/A |
9 |
21 |
11 |
21 |
Barium |
1 |
10,000 |
N/A |
47 |
51 |
21 |
52 |
Cadmium |
0.2 |
72.8 |
N/A |
0.2 |
BRL |
BRL |
BRL |
Cobalt |
1 |
1,460 |
N/A |
2 |
2 |
1 |
2 |
Copper |
1 |
2,910 |
N/A |
30 |
11 |
7 |
11 |
Lead |
1 |
255 |
N/A |
40 |
46 |
29 |
47 |
Manganese |
1 |
10,000 |
N/A |
182 |
57 |
34 |
62 |
Mercury |
0. 2 |
6.52 |
N/A |
BRL |
BRL |
BRL |
BRL |
Molybdenum |
1 |
364 |
N/A |
1 |
2 |
1 |
2 |
Nickel |
1 |
1,460 |
N/A |
7 |
6 |
3 |
5 |
Tin |
1 |
10,000 |
N/A |
2 |
2 |
1 |
2 |
Zinc |
1 |
10,000 |
N/A |
774 |
35 |
24 |
32 |
TPH |
|||||||
C6-C8 |
20 |
545 |
N/A |
BRL |
BRL |
BRL |
BRL |
C9-C16 |
200 |
1,330 |
N/A |
BRL |
BRL |
BRL |
BRL |
C17-C35 |
500 |
10,000 |
N/A |
BRL |
BRL |
BRL |
BRL |
BTEX |
|||||||
Benzene |
0.1 |
0.279 |
336 |
BRL |
BRL |
BRL |
BRL |
Toluene |
0.5 |
705 |
235 |
BRL |
BRL |
BRL |
BRL |
Ethylbenzene |
0.5 |
298 |
138 |
BRL |
BRL |
BRL |
BRL |
Xylenes (Total) |
0.5 - 1 |
36.8 |
150 |
BRL |
BRL |
BRL |
BRL |
PAHs |
|||||||
Various |
0.5 - 1 |
Var |
Var |
BRL |
BRL |
BRL |
BRL |
Notes: (a)
LOR = Level of reporting (b)
RBRG values for Rural Residential land use were used
for comparisons of results (c)
Var. = various RBRG and Csat\ values for individual
compound (d)
BRL = below reporting levels (e)
N/A = not applicable (no Csat values were
available for these parameters) (f)
DUP = Duplicate sample |
10.6
Land
Contamination Impact Assessment
Based on the analytical results, soil samples
collected from BH1 do not exceed the RBRG (Rural Residential Land Uses) limits
for the parameters tested. The field
observations made during the site investigation works did not record any
evidence of discolouration, odours or the presence of non-aqueous phase liquids
(NAPLs).
Overall the results indicate no
significant contamination in the soils to be excavated. No further testing or remediation is
required.
10.7
Land
Contamination Mitigation Measures
Based on the above
investigation results, no mitigation measures are required during the
construction and operation of the Project.
10.8
Residual
Environmental Impacts
There will not be any residual impacts
associated with the construction and operation of Project.
10.9
Environmental
Monitoring and Audit
Based on the above investigation results, no
further investigation is warranted.
As no potential
risks to receptors anticipated, no environmental monitoring and audit programme
is deemed necessary.
The
Project Site comprises an approximately 4.5 km long section of the
In the vicinity of the Project area, a few
potential commercial and industrial developments were identified during the
site surveys. These included abandoned
poultry/livestock farms, a plant nursery, a non-operating industrial facility
with an air emission stack, a police station with a dangerous goods store, and
a pumping station for the
As the result of the above, no potential impact from
the contaminated soil is anticipated.