12.1.1.1
This section presents the
Cultural Heritage Impact Assessment (CHIA) findings of the Project. This CHIA, which covers Built Heritage Impact
Assessment (BHIA), Archaeological Impact Assessment (AIA) and Marine
Archaeological Investigation (MAI) has been conducted
in accordance with the requirements given in Clause 3.4.13, Appendix K and Appendix K-1 of the EIA Study Brief (No. ESB-360/2023).
12.1.1.2
The assessment area for CHIA is
defined as 300m from the Project boundary in accordance with the EIA Study
Brief. Built heritage and archaeological heritage that
are located within the assessment area have been identified, as well as
sites or objects of cultural heritage within the seabed in areas to be affected
by the marine works of the Project. The potential direct and indirect impacts resulting from the
construction and operation of the Project on the identified built heritage, archaeological heritage and
sites or objects of cultural heritage within the seabed
have been assessed. Appropriate
mitigation measures have been proposed to alleviate the adverse impacts as necessary.
· Environmental Impact Assessment Ordinance
(EIAO) (Cap. 499)
· Technical Memorandum on Environmental
Impact Assessment Process (EIAO -TM) Annexes 10
and 19
Others
· Antiquities and Monuments Ordinance
(A&MO) (Cap. 53)
· Guidelines for Marine Archaeological
Investigation
12.2.1.2
The EIAO was implemented on 1st
April 1998. It aims to avoid, minimise
and control the adverse impacts on the environment of designated projects,
through the EIA process and the Environmental Permit (EP) system.
12.2.1.3
According to Schedule 1 of the
EIAO, Site of Cultural Heritage refers to an
antiquity or monument, whether being a place, building, site or structure or a
relic, as defined in the Antiquities and Monuments Ordinance (Cap. 53) and any
place, building, site, or structure or a relic identified by the Antiquities
and Monuments Office to be of archaeological, historical or palaeontological
significance.
12.2.1.4
Annexes 10 and 19 of EIAO-TM
provide the criteria and guidelines for evaluating the impacts to Sites of
Cultural Heritage. It is stated in Annex
10 that all adverse impacts to Sites of Cultural Heritage shall be kept to an
absolute minimum and that the general presumption of impact assessment shall be
in favour of the protection and conservation of all Sites of Cultural
Heritage. Annex 19 provides the commonly
adopted approaches and methodologies for assessment of impact on Sites of
Cultural Heritage.
12.2.1.5
The Ordinance provides the
statutory framework for preservation of objects of historical, archaeological
and paleontological interest and for matters ancillary thereto or connected
therewith. The Ordinance contains the
statutory procedures for the Declaration of Monuments. Under the Ordinance, a monument means a
place, building, site or structure which is declared to be a monument,
historical building or archaeological or paleontological site or structure
under Section 3 of the Ordinance.
Excavations carried out on building works, demolition and interference
of a proposed monument or monument are prohibited except under permit under
Section 6 of the Ordinance.
Guidelines for Marine Archaeological Investigation
12.2.1.6
A Guidelines for Marine
Archaeological Investigation is provided in Appendix K-1 of the EIA Study
Brief No. ESB-360/2023 for the Project.
The guidelines provide instructions on the standard practice,
methodologies and procedures that should be adopted when determining the marine
archaeological potential and presence of archaeological artefacts.
12.2.1.7
The guidelines state that the
standard practice for MAI consists of four separate tasks, i.e. (1) Baseline
Review, (2) Geophysical Survey, (3) Establishing Archaeological Potential and
(4) Remote Operated Vehicle (ROV)/Visual Diver Survey/Watching Brief. Tasks 1 and 2 would collect the information
required to facilitate the analysis and evaluation in Task 3, and the outcome
of the three tasks would help determine if Task 4 should be undertaken and its
strategy for further investigation.
12.3.1.1
Following the requirement in
Clause 3.4.13.2 of the EIA Study Brief, the CHIA consists of a BHIA, an AIA and a MAI. The BHIA is to assess the impacts on the known
and unknown built heritage items within or near the Project Area, while the AIA is to assess
the possible impact on any terrestrial archaeological resources fall within the
Project Area. Moreover, the MAI is to identify whether there is any potential existence
of sites or objects of cultural heritage within the seabed that will be
affected by the marine works of the Project and ascertain the archaeological
value of the affected seabed area. The assessment methodology for BHIA, AIA and MAI are described below.
Built Heritage Impact Assessment (BHIA)
12.3.1.2
A desktop review was conducted
to identify any built heritage within 300m assessment area based on examination
on the following resources, when available:
·
List
of proposed and declared monuments[6];
·
List
of the 1,444 Historic Buildings[7]
and list of new items for grading assessment[8]
by
the Antiquities Advisory Board (AAB);
·
Government
historic sites[9];
·
Previous
related EIA studies, publications and monographs on relevant historical and
geographical issues;
·
Unpublished
archival papers and records, and collection and libraries of tertiary
institutions; and
·
Geological
and historical maps, aerial photos and relevant visual archives.
12.3.1.3
Site visits were carried out
within the assessment area during January to April 2024 and July 2024 to
evaluate the current condition of built heritage identified during the desktop
review, as well as any items that might not be revealed by the desktop
review.
12.3.1.4
The potential direct and
indirect impacts on the built heritage during the construction and operational
phases of the Project have been assessed in the CHIA by following the
procedures and requirements of Annexes 10 and 19 of the EIAO-TM.
12.3.1.5
Mitigation measures are
proposed in the CHIA for any affected built heritage to minimise any adverse
impacts when necessary.
Archaeological Impact Assessment (AIA)
12.3.1.7
A desktop review was conducted
to identify any potential existence of terrestrial archaeological resources
based on examination on the following resources, when available:
·
List
of proposed and declared monuments[10];
·
List
of Sites of Archaeological Interest[11]
identified by the AMO;
·
Previous
related EIA studies and archaeological reports;
·
Related
publications and monographs on relevant archaeological, historical and
geographical issues;
·
Unpublished
archival papers and records, and collection and libraries of tertiary
institutions; and
·
Geological
and historical maps, aerial photos and relevant visual archives.
12.3.1.8
The potential impacts that may
affect the possible terrestrial archaeological resources during the
construction and operational phases of the Project have been assessed in the
CHIA by following the procedures and requirements of Annexes 10 and 19 of the TM.
Marine Archaeological Investigation (MAI)
12.3.1.10
A Marine Archaeological
Investigation (MAI) was carried out by SDA Marine Ltd. in collaboration with
the marine archaeologist, Dr Michael Walsh of Coracle Archaeology Ltd., in
accordance with the Guidelines for Marine
Archaeological Investigation in Appendix K-1 of the EIA Study Brief (No.
ESB-360/2023). The MAI Report is provided in Appendix 12.4. The significance of any underwater archaeological resources that
may be impacted by the proposed reclamation/marine works under the Project has
been identified and assessed by the marine archaeologist following the
requirements of the guidelines.
Baseline
Review
12.3.1.11
A baseline review was conducted
to compile the existing information to identify the potential for
archaeological resources within the assessment area and, if identified, their
likely character, extent, quality and value of the seabed within the assessment
area. The review was conducted through a desktop review of the following
resources:
·
Previous
related geophysical surveys and MAI studies;
·
Admiralty
charts;
·
Records
of shipwrecks and dredging;
·
Marine
Disposal Areas and Borrow Areas[12];
·
Geological
and historical maps, aerial photos and relevant visual archives; and
·
Related
publications and monographs on relevant archaeological, historical and
geographical issues.
Geophysical Survey
12.3.1.12
Two geophysical surveys were conducted from 2022 to 2024 in support of the Project. The geophysical
survey included multibeam echo sounder survey (MBES), side scan sonar survey (SSS), sub-bottom profiling (SBP), marine magnetometer
survey (MAG) with the aims to
investigate ferromagnetic objects and to reveal the nature of both seabed
materials and sub-surface geology. The
relevant data / images of processed data obtained from the geophysical survey
were reviewed and studied in detail by the marine archaeologist to:
·
define
the areas of greatest archaeological potential;
·
assess
the depth and nature of the seabed sediments to define which areas consist of
suitable material to bury and preserve archaeological material;
·
examine
the boomer and side scan sonar records to map anomalies in and on the seabed
which may be archaeological material; and
·
examine
the multi beam sonar data to assess the archaeological potential of the sonar
contacts.
Establishing Archaeological Potential
12.3.1.13
An analysis of findings of the
baseline review and geophysical survey data collected from the geophysical
survey was conducted to establish the archaeological potential of the
assessment area and
determine the need for further investigation.
Remote Operated Vehicle (ROV) / Visual Diver
Survey / Watching Brief
12.3.1.14
A proposal for diver survey based on the established archaeological
potential of the assessment area was prepared and submitted to AMO for
approval. Upon the approval of the proposal by AMO, application for a Licence to
Excavate and Search for Antiquities under the Antiquities and Monuments
Ordinance was submitted to AMO before conducting the diving inspection. The Licence to Excavate and Search for
Antiquities (No. 478) was issued on 27th June 2024 by the Antiquities Authority to
the archaeologist Dr. Michael Walsh, hereafter known as
the licenced archaeologist.
12.3.1.15
Upon the Licence was granted, the diver
survey commenced on 8th July 2024 and completed on 11th July 2024 to further examine the archaeological potential of
identified targets likely to be affected by the Project.
12.3.1.16
In case adverse impacts on marine archaeological resources
cannot be avoided during the early planning stage, justifications will be
provided and appropriate mitigation measures to minimise the impacts will be
suggested for comment and agreement by AMO.
Physical Geography and Past Landscape
12.4.1.1
The proposed works of the
Project are at TKO 137 and TKO 132, both are
located near Junk Bay (also known as Tseung Kwan O (將軍澳) in Chinese). Junk Bay is located to the east of Kowloon
and bounded by Clear Water Peninsular to the east. TKO 137 is a reclaimed land located to the
southeast coast of the Junk Bay that connected Fat Tau Chau (佛頭洲) and Tit Cham Chau (鐵篸洲) to the mainland. It is bounded
by Fat Tau Chau and Tseung Kwan O InnoPark (將軍澳創新園) to the north, Clear Water Peninsula (清水灣半島) to the east and Tit Cham Chau to the
south. On the other hand, TKO 132 is
located along the western coast of Junk Bay, where part of the Project boundary
includes the eastern hill foot of Devils Peak (魔鬼山). Extension of water main,
salt water main and sewage rising mains connecting TKO 132 and Tseung Kwan O
Town Centre is also proposed.
12.4.1.2
It is noteworthy that the original Junk Bay was a long
bay that extended from the Tseung Kwan O village to Lyemun
Pass in the south (Plate 1 in Appendix 12.3 refers). Junk Bay
was also located between two straits, namely Fat Tong Mun (佛堂門) and Lyemun Pass. At the mouth of Junk Bay, there used to be
two islands, namely Fat Tau Chau and Tit Cham Chau. Following the approval of Tseung Kwan O New
Town development plan by the Executive Council in 1982, extensive reclamation works have begun for Tseung Kwan
O New Town Phase I and II development.
In 1988, the government proposed the Phase III development with the aim
of developing an industrial estate and residential buildings, as well as to support the redevelop the Tiu Keng Leng (調景嶺) Cottage Area. The reclamation
works had thus extended to the south-eastern part of Junk Bay, as well as Fat
Tau Chau and Tit Cham Chau. The latest
reclamation works at Junk Bay was completed in 2005. The extensive
reclamation works have significantly changed the coastline of Junk Bay. The northern half of the original Junk Bay
was filled and platforms were formed on the eastern
side of the Bay.
TKO 137
12.4.1.3
TKO 137 is currently a piece of formed land of around 80
hectares (ha). However, before the 1990s, TKO 137 was only the water between the Clear Water Peninsular and two islands, namely Fat Tau
Chau and Tit Cham Chau (Figure 12.1
refers). The reclaimed land and the southern part of Fat Tau Chau
fall within the Project boundary in TKO 137.
12.4.1.4
Fat Tau Chau is formed by Mesozoic volcanic
rocks, eutaxite (JSS), trachydacite
lava (Jmw), and tuffite (tt) during the Upper Jurassic period. (Figure 12.2
refers).
12.4.1.5
The reclamation works at Fat Tau Chau commenced at the
northeastern part of the island in 1991. From there, the works expanded eastward and removed
the eastern half of the island. Subsequently, the works extended northward,
filling the water between Fat Tau Chau and Clear Water Peninsula. By 1993, Fat Tau Chau have connected to the
Clear Water Peninsula by the newly reclaimed land. The coastline of the Clear Water Peninsula
had thus extended towards the west, and the Junk Bay had become narrower. (Plate 2 to 5 in
Appendix 12.3 refer)
12.4.1.7
As TKO 137 was created mostly through reclamation, the
geology of part within Project boundary would mainly be fill. The northernmost of the proposed
development in TKO 137 still remains partially the original landscape
of Fat Tau Chau.
12.4.1.8
Currently, the terrestrial
elevation within Project boundary in TKO 137 is generally ranged between +4mPD and + 102mPD. The
north-western corner of the Site would be the original landscape of Fat Tau
Chau, which rise to the highest at +102mPD.
The elevation of Fat Tau Chau ranges between <1° and 40°.
12.4.1.9
The remaining reclaimed area would be a flat land at
about +4 to +11mPD.
TKO 132
12.4.1.10
Another part of the proposed
development is located to the west of Junk Bay, which is known as TKO 132. Project boundary in TKO 132 covers the lower
eastern slopes of Devils Peak and
Chiu Keng Wan Shan (照鏡環山), as well as the offshore area
from them. Meanwhile, the proposed extension of water
main, salt water main and sewage rising mains would generally follow the existing roads connecting TKO 132 and TKO Town Centre near Tiu Keng Leng Station, which were created through
reclamation in the late 1990s.
12.4.1.11
The terrestrial area within the Project boundary at TKO
132 is characterised by the hilly landscape.
It is formed mostly by fine-grained granite (Klb_gf)
and coarse ash crystal tuff (Krd_cat). River valleys were formed by Pleistocene and Holocene
colluvium (Qd) through the weathering of
bedrock. Meanwhile, minerals (mostly quartz (q), beryl (Be), Wolframite(W)) are also distributed along the slopes of
Devils Peak and Chiu Keng Wan Shan.
As for the coastal area, marine
sand (Qhs) and dark grey marine mud (Qhm) formed during Holocene would be the major superficial
sediments. The details of the geological
characters are illustrated in Figure
12.3.
12.4.1.13
Apart from the construction of Tseung Kwan O Chinese
Permanent Cemetery, the landscape within the Project boundary were mostly
unchanged in the following decades. In
2019, in light of the building of Tseung Kwan O-Lam Tin Tunnel, construction
and reclamation works were conducted near the north-eastern slope of Chiu Keng
Wan Shan and the western coast of Junk Bay (Plate 15 in Appendix 12.3 refers).
12.4.1.14
Currently, the terrestrial
elevation within Project boundary is generally ranged between +4mPD and + 70mPD. Gradients of land within the Project boundary
is roughly between <1° and 36 °, while the slope are
approximately 30°.
Human
Geography
TKO 137
12.4.1.15
Fat Tau Chau is also
known as Fat Tong Chau (佛堂州) or Fu Tau Chau (斧頭州). Fu Tau Chau Tsuen (斧頭洲村, literally the village of axe island) at Fat Tau Chau was a
settlement in the vicinity of TKO 137.
The Yip (葉) family, who are Hakka people, settled at the north of Fat Tau Chau. The exact
arrival time of the settlers is uncertain, but it shall be no later than 1903
as observed in the map. Fu Tau Chau Tsuen was a small settlement
that contains five households. The village was demolished and relocated in
Hang Hau due to the reclamation works conducted in the 1990s .
12.4.1.16
The physical landscape of the existing TKO 137 is the
result of the extensive reclamation works conducted between 1982 and 2004 (Section 12.4.1.5 and 12.4.1.6 refer). The
eastern half of Fat Tau Chau was razed to ground, while the newly reclaimed
land was formed and connected the remaining part of Fat Tau Chau, Tit Cham Chau
and the Clear Water Bay Peninsula.
TKO 132
12.4.1.17
From the results of desk-top
studies, traditional settlements were unlikely to have taken place at Devils
Peak. Nevertheless, a village named On
Luen Village (安聯村) was established at Devils Peak during the late 1950s. According to a local informant, the village was
established by the workers of the quarries in Lei Yue
Mun. More workers resided in the village after the
quarries closed. They crushed and cut
stones from the hill and build their own houses. The village was once abandoned but old
villagers came back in recent decade.
12.4.1.18
Developments at Devils Peak and Chiu Keng Wan Shan had
been slowly taken places since the 1970s, where roads were built to connect the
hills and Yau Tong. In
light of the construction works of Tseung Kwan O Chinese Permanent
Cemetery and its associated infrastructures in 1988, hillslopes along Devils
Peak and Chiu Keng Wan Shan were cut (Section 12.4.1.12 refers).
12.4.1.19
As for the area near the current Tiu Keng Leng Station,
it was formerly known as Tiu Keng Wan (吊頸環) or Rennies Mill.
Tiu Keng Wan had been inhabited by a substantial number of
refugees originated from mainland China, particularly the supporters of Kuomintang,
since the 1950s. Houses, schools
and other public facilities had been constructed in the following years, the area was then known as Tiu Keng Leng Cottage
Area. Tiu Keng Leng Cottage Area was
cleared in the 1996 and redeveloped as part of the Tseung Kwan O New
Town.
Qin to Yuan Dynasties (221BC-AD1368)
12.4.2.1
Clues of human occupation
within the south China can be found in historic textual records such as Shiji (史記) and Hanshu (漢書), written in the first century
BC and first century AD respectively.
These records describe that Yue ethnic groups (also known as Hundreds
of Yue (百越)) were scattered in southern
China. The Yue ethnic groups were
comprised of different tribes bearing various surnames and can be
differentiated from the Han ethnic group who lived in central China in
terms of physical characteristics, language, and folklore.
12.4.2.2
The Yue people were
gradually assimilated into the Han culture when southern China became an
administration territory of the central government since Qin dynasty
(221-206BC). During the Qin
period, the Guangdong region was subordinated to Panyu (番禺) County. In 208 BC, Southern Yue State (南越國) was established around
the Guangdong region by military officials, who were sent from the Qin
Court to conquer the Yue in the south.
Following the collapse of Qins political power in the north, Han
dynasty (206BC-AD220) began. Southern Yue
State was soon becoming a vassal state of Han before integrated into the Han
Empire.
12.4.2.3
Between Han
and Eastern Jin dynasties (AD317-420), Hong Kong was subordinated to Bolou
(博羅) County. From AD331 to AD756, Hong Kong was subordinated to Baoan
(寶安) County. After AD757, Hong Kong was subordinated to Dongguan
(東莞) County and followed by Song
dynasty (AD960-1279) and Yuan dynasty (AD1271-1368) .
Ming to Qing Dynasties (AD1368-1912)
12.4.2.5
Fat Tong Mun was a primary waterway for accessing
Guangzhou through Hong Kong waters. As recorded in historical documents dating back to Ming
dynasty, Fat Tong Mun held strategic significance for both
military and trading history. Being in close proximity to Fat Tong Mun, heavy maritime traffic
could have been taken places near Junk Bay.
Apart from Fat Tong Mun, records of Tseung Kwan
O (將軍澳) could also be dated back to the 16th
century. Tseung Kwan (將軍) means General in Chinese, while O (澳) refers to a bay where ships and boats can be docked. Therefore, Tseung Kwan O literally means Geneals Bay. Tseung Kwan O was first appeared
in the map in Yue Da Ji (粵大記), a chronicle of Guangdong District published during the Wanli reign
of the Ming dynasty (1573-1620). In Coastal Map of
Guangdong (全廣海圖) of Cangwu Zongdu
Junmen Zhi (蒼梧總督軍門志), which was edited in 1581, Tseung Kwan O
was noted as a typhoon shelter .
12.4.2.6
In 1661, Coastal Evacuation Order was compelled by the Qing Court
in order to stifle the anti-Manchu troops in
Taiwan. People living in coastal area
were forced to move 50 li (里) (approximately 25 km) inland,
including the New Territories inhabitants.
The Order was lifted in 1669.
However, after the coastal evacuation, population dropped severely. During the Shunzhi reign (1643-1661),
the population of Xinan County was recorded
as 6,851. The population dropped to
2,172 in 1664 during the enforcement of the Order. After the Order was lifted, people were
encouraged to move back to Xinan County
during late 17th to early 18th centuries.
In 1671, the population increased to 3,972, 1,648 people were encouraged
to move back during 1669-1671.
12.4.2.7
The record of quarrying activities in Hong Kong could be
dated back to the 1810 when a Tang clansman in Kam Tin persuaded the stonemasons
in East Kowloon to cut stones and construct a fort in Kowloon, in order to protect the local waters against pirates. Quarries in Lei Yue Mun,
Ngau Tau Kok, Sai Cho Wan (茜草灣) and Cha Kwo Ling
were known as Si Shan (四山, literally Four Hills), a quarry-villages alliance in Kowloon
East. The representative of
each hill was appointed by the Qing government to manage and collect taxes from
the quarries. Si Shan had a reputation for high quality
granite production. Granite
extracted from Si Shan would be transported to Hong Kong Island and
Southern China by water.
12.4.2.8
After the First Opium War
(1839-1842) between the Qing government and the British Empire, the Qing
government
ceded
the Island of Hongkong, to be possessed in perpetuity by
Great Britain signed in 1842 under the Treaty of Peace, Friendship, and
Commerce Between Her Majesty The Queen of Great Britain and Ireland and the
Emperor of China (also known as the Treaty of Nanking (南京條約) )[50]. After Hong Kong was ceded to the British,
there is a high demand for granite for developing Hong Kong Island. Granite in Si Shan were transported to Hong
Kong Island, quarries there grew rapidly.
12.4.2.9
The Qing government lost the
Second Opium War (1856-1860), which led to the ceding Kowloon as a dependency
of Hong Kong under the Convention of Peace Between Her Majesty and The
Emperor of China (also known as the Convention of Peking (北京條約)) in 1860.
12.4.2.10 To combat opium
smuggling activities and generate more revenue, the Viceroy of Guangdong and
Guangxi (兩廣總督) announced the establishment
of six likin tax (釐金) checkpoints near Kowloon Peninsula and Macao in 1868, one of which was designated in Fat Tau Chau. These tax checkpoints
were managed by the Guangdong Likin Tax Bureau (廣東省釐金局). They were responsible for levying likin
tax on opium
which loaded by Chinese vessels and patrolling the coast of Guangdong
Province.
12.4.2.11
In 1871, the Guangdong Customs (粵海關) followed the Guangdong Likin Tax Bureau to establish
four tax checkpoints near Kowloon, including Cheung Chau (長洲), Fat Tau Chau, Kap Shui Mun (汲水門) and Kowloon City (九龍城)[55]. They were either
located next to the tax checkpoints of the Guangdong Likin Tax Bureau or
operated together as one unit. At first, the
checkpoints only levied opium (鴉片關稅) on Chinese merchant ships in
Hong Kong. Since 1873, they
also collected Native Customs tariffs (常關關稅) on other merchandise . Being one of the customs stations,
frequent trading activities with the tributary states might have taken place at Fat Tau Chau in the past. According to the inscriptions on the ruins of the Customs
Station, it might have connections with Annam
(today northern Vietnam) .
12.4.2.12 At the turn of the 20th
century, The Convention between the United Kingdom and China, Respecting an
Extension of Hong Kong Territory (also known as the Second Convention of
Peking (第二北京條約) ) signed between the
British and the Qing government in 1898 allowed the British colony to
enlarged under lease
[for] ninety-nine years.[60] Fat Tau Chau
Chinese Customs Station was taken over by
the British (Kowloon New Customs) in 1887 and later ceased its operation in 1899.
The Early 20th Century
12.4.2.13 The takeover of
Kowloon and New Territories had led to a high demand
for granite for the construction and development of the city. Majority of the quarries in Lei Yue Mun were managed by the Yip (葉), Tsang (曾), Cheung (張) clans. They would recruit workers or
townsman from Wuhua (五華), Huiyang (惠陽), Meixian (梅縣), and Dongguan (東莞) to engage in quarrying. The more
prominent quarries in Lei Yue Mun included Tung Li Tong (同利堂, owned by Ip Wa-shing),
Tung Tai Tong (同泰堂, owned by Tsang Lam-on), and Tung Fuk Tong
(同福堂, owned by Ip Fuk). Stone quarries in Lei Yue Mun in
the early 20th century were mostly located to the west
and south-west of Devils Peak (current Sam Ka Tsuen (三家村) and On Li Sai Tsuen (安里西村)).
12.4.2.14 Soon after the New
Territories were leased to Britain in 1898, the British had scheduled to
construct military structures in the New Territories. Although Devils Peak was located to the
south-eastern corner of Kowloon Peninsula, it was not leased to the British
until 1898. Situated above the narrow Lyemun Pass, Devils Peak offers a direct line of sight to
the eastern entrances of Victoria Harbour.
12.4.2.15 In 1898, the Committee on Armaments of Certain Stations at Home
and Aboard suggested that two 6-inch and two 9.2- inch breech loaders
should be built on Devils Peak in order to cover the Lyemun Pass. As a result,
Pottinger Battery and Gough Battery were built one after another and came into
operation in 1902-1903. Pottinger Battery was named after Sir Henry Pottinger,
the first governor of Hong Kong, while Gough Battery was named after Hugh
Gough, Hong Kongs first general officer commanding.
12.4.2.16 In addition to coastal defence, the British had also
reviewed the landward defence scheme taken into account
of the New Territories and Kowloon. In
1911, Major General Charles Anderson proposed a defensive line comprised six
sections, stretching from Lyemun to Lai Chi Kok,
traversing through Devils Peak along its path. The defensive line would be equipped with
redoubts, blockhouses and artillery positions with the aims to prevent or delay
the enemy from occupying Kowloon, as well as protecting Kowloon and Hong Kong
Island. Furthermore, Anderson believed
that the certain sections along the defensive line could protect the batteries
at Devils Peak. Although the War Office
authorised Anderson to construct defences in the eastern part of Kowloon Ridge
in 1912, major revisions had been made to Andersons plan in the following
year. It is uncertain whether Andersons
initial defence scheme was ever fully executed.
The
redoubt on the summit of Devils Peak was constructed around
1914-1915 and served as a command post.
12.4.2.17 Considering the change in
defence scheme in the 1930s, guns in these two batteries were removed and
transferred to Bohara Battery and Stanley Battery, so that defence in southern Hong Kong Island
could be strengthened. As a result,
there was no fixed armaments in the two batteries by the late 1930s.
12.4.2.18 During the World War II,
after the fall of the Shing Mun Redoubt, some of the British and
Canadian forces retreated to Devils Peak on 10th December 1941 and
withdrawn from Kowloon on 13th December 1941. The Japanese forces occupied Devils Peak and
established artillery positions to attack the military facilities on the
opposite of Victoria Harbour. On 18th
December 1941, they crossed the Harbour from Devils Peak and landed on Hong
Kong Island.
12.4.2.19
Following the surrender of Hong
Kong to the Japanese on 25th
December 1941, the territory had been used by the
Japanese as their naval and logistics base in the Western Pacific. Considering the strategic
importance of Hong Kong to Japan, the territory had been targeted by the Allies. Intensive airstrikes were
used to attack ships, docks and oil tanks along the Victoria Harbour since
1942. In face of the artillery attacks,
the Japanese had excavated a vast number of tunnels into the terrains across
Hong Kong for military and other purposes, such as storage of ammunitions and
hangars .
12.4.2.20
As many workers left Hong Kong
or starved to death during wartime, operation of quarries in Si Shan was
heavily interrupted.
Mid- 20th Century - Modern
12.4.2.21 World War II
ended in 1945 and Hong Kong was handed over back to
the British. The fortifications at
Devils Peak were abandoned after war and fell into ruins.
12.4.2.22 Although quarries which were abandoned
during WWII remained closed after war, crushed stone was in
demand due to the reconstruction and development of the city. The
government thus issued permits to small operators to open privately-run
quarries. Quarrying business in Lei Yue Mun resumed
under new policy. The coastal area of Devils
Peak facing Lyemun Point became a quarry which
operated on permits by three firms, namely Tai Hing Quarry Company, Oriental
Quarry Company, and Wong Tin Quarry Company. In the heyday,
there were 400 workers in Lei Yue Mun. These quarries
ensured the supply of crushed stones during the times when construction
materials were in demand after war.
12.4.2.24 In 1967, the government
introduced a ban on carrying or storing fireworks to impede the manufacturing
of home-made bombs amid the social unrest.
The government also restricted the use of explosives in quarries, workers had to extract stone materials manually. At least 80 quarries were closed and abandoned in the late 1960s due to rising production costs, safety violations,
license renewal cessation. The quarries in
Lei Yue Mun were closed and abandoned in the late 1960s after
the expiry of permits.
12.4.2.25 Furthermore, the ruins of
Site of Chinese Customs Station, Fat Tau Chau were discovered in 1962, some
broken stone slabs with inscriptions were also found in the ruins. The site was declared a monument in 1983 and
remained to be a ruined site.
12.4.2.26
In the 1980s, development of Tseung Kwan O New Town was endorsed. Extensive reclamation works were carried out
in the 1990s, so that Fat Tau Chau is connected to Clear Water Bay Peninsula. In this regard, the eastern half of Fat Tau
Chau, including Fu Tau Chau Tsuen was razed to the ground. The razed part is now part of Tseung Kwan O InnoPark.
12.4.3.1
Site of Chinese Customs
Station, Fat Tau Chau (DM18) (also known as Old Chinese Customs Station
on Fat Tau Chau) is located outside the Project boundary but within the 300m assessment
area of TKO 137.
The site would be referred as Site of Chinese Customs Station, Fat
Tau Chau in the following sections.
12.4.3.2
Also,
three (3) Sites of Archaeological Interest (SAIs) are
located outside the Project boundary but within the 300m assessment area of TKO
137. These SAIs include Fat Tau Chau
(SAI184), Fat Tau Chau House Ruin (SAI185), and Fat Tau Chau Qing Dynasty
Gravestone (SAI186).
12.4.3.3
On the other hand, there is no
SAI located within the Project boundary or the 300m assessment area of TKO 132.
12.4.3.4
Previous archaeological works
conducted within the assessment area are described below, and their locations
are indicated in the accompanying Figures 12.4
to 12.6. The current condition of these sites is
presented in Appendix 12.2.
Declared Monument / Sites of
Archaeological Interest (SAIs)
Site of Chinese Customs Station,
Fat Tau Chau (DM18)/
Fat Tau Chau Site of
Archaeological Interest (SAI184)
12.4.3.5
In 1964, Walter W. T. Chiu
conducted a visit at Fat Tau (Tong) Chau and found three (3) broken tablet with inscriptions referring to a customs station,
noting also the existence of dressed masonry and intricately carved pedestals
at the site.
12.4.3.6
In 1979, Solomon Bard carried
out a survey of the site and recovered the missing fragments of the
tablet. One of the stone slabs with
inscriptions of 德懷交趾國貢賦遙通 (literally mean Sovereign of Annam that Embraced by the
Benevolence (of the Qing Emperor) pays tribute from afar) and signed 稅廠值理重修 (literally mean Renovated by the Manager of the Customs Station)
were found beneath the surface. It
indicates the existence of previous structures at location, most likely
referring to the former customs station.
12.4.3.7
In 2004, the site underwent
archaeological survey based on its known potential of a Chinese Customs Station
that existed from 1869 to 1899. A total of
twenty-two (22) test pit squares, measuring 2m X 2m, were excavated across the
raised flat ground above a small bay at the north-west portion of Fat Tau Chau. The excavation work is reported into four (4)
respective areas (Area I, II, III and IV) according to the sequence of
excavation, as depicted in Figure 12.5. Each area exhibits similar
stratigraphic deposits, with a surface layer consists of a greyish-brown
cohesive sandy soil filled with bricks and tiles. Below this layer, architectural remains were
discovered.
12.4.3.8
In Area I, notable findings
include tiled floors and remnants of stone wall foundations. Possibly a wall foundation was also
discovered in Area II, consisting of granite slabs still adorned with green
bricks. The most significant discoveries
were made in Area III. Among them were threshold stones with shallow holes for
doors, remnants of stone slabs, and a pair of inscribed columns bearing the
inscriptions 公義祠堂業 (literally mean Benevolent Society Common Property) and 拜舞肅鳥趨抒將令切
(literally mean Fluttering birds approaching to offer their earnest respects). A paved ground covered with oval pebbles and square
red tiles was uncovered. These findings,
combined with the presence of stone wall foundations, provide compelling
evidence that the stone wall foundation, paved ground and threshold stones
belong to the same structure. Lastly in Area IV, a drainage channel was
identified, constructed using materials such as green bricks, grey sand mortar,
and granite slabs. A square brick
pavement was observed at the outlet of the drainage channel.
12.4.3.9
These findings were accompanied
by various artifacts. Roof tiles and
bricks were generally observed in the surface layer. Small quantity of nails, underglaze blue and
white porcelain, village ware, and glass were also be found across the
respective areas. Moreover, a stone adze
was able to be collected on the surface outside the excavated areas.
12.4.3.10
The archaeological survey in
2004 provided substantial evidence confirming the existence of the Site of
Chinese Customs Station, Fat Tau Chau since the late-Qing dynasty. The site was declared as monument (DM18) in
1983 and Fat Tau Chau Site of
Archaeological Interest was identified (SAI184) .
12.4.3.11
Its archaeological finds,
current condition and surrounding environment are presented in Appendix 12.2 Plate 1 to 8.
Fat Tau Chau House Ruin Site of Archaeological Interest (SAI185)
12.4.3.12
In close
proximity to Fat Tau Chau SAI, a ruined stone structure
suspected as the signal relay post was found at the southern tip of Fat Tau
Chau. The structure was constructed with
semi-dressed granite slabs and appeared to have been divided into two rooms
with a partition wall. It has been
designated as Fat Tau Chau House Ruin SAI. The Report On Archaeological Survey At Fat Tong Chau Phase 1 referred
the structure as pau toi (炮臺) .
12.4.3.13
Its current condition and
surrounding environment are presented in Appendix 12.2 Plate 9 to 14.
Fat Tau Chau Qing Dynasty Gravestone Site of Archaeological Interest
(SAI186)
12.4.3.14
During the Customs Station at
Fat Tau Chau became operative in 1874, a severe typhoon (later known as The
1874 Hong Kong Typhoon) struck
Hong Kong, causing damage to the Customs
Station and several deaths. As a poignant reminder of this tragic event,
a gravestone atop the hill stands as a testament to the devastation. The gravestone bears an inscription from the
13th year of the reign of Emperor Tongzhi, serving as a
marker for the year when the typhoon struck.
It has been officially recognised as the Fat Tau Chau Qing Dynasty
Gravestone SAI[99].
12.4.3.15
Its current condition is
presented in Appendix 12.2 Plate 15 to 16.
Previous archaeological survey and EIA reports covering TKO 132
12.4.3.16
In addition to the SAIs with
known archaeological potential, the terrestrial archaeological
potential of the assessment area in TKO 132 have also been assessed in previous
archaeological survey and EIA reports. Their results are presented as follows (Figure 12.6 refers).
1998 Archaeological Survey in West Coast Road Area, Tseung Kwan O[100]
Agreement No. CE87/2001 (CE) Further Development of Tseung Kwan O
Feasibility Study (AEIAR-092/2005)[101]
12.4.3.18
The EIA study primarily
assessed the construction and operation of the proposed development works from
Cha Kwo Ling to Pak Shing Kok and LOHAS Park.
The assessment on terrestrial archaeology of
the Tseung Kwan O section primarily focused on area within 50m from the proposed
developments and works areas, which covers the northern part of the Project
boundary and the 300m assessment area of TKO 132 (Figure 12.6 refers).
Desk-based archaeological review was carried out in
order to identify any known or areas possessed of archaeological
interest. Since the proposed development works were mainly situated on existing
roads, reclaimed or disturbed land, there was expected to be no archaeological
potential in these areas.
12.4.3.19
The EIA study primarily
assessed the above ground works areas situated along the western shoreline of
Junk Bay in TKO, which covered the Project boundary and 300m assessment area of
TKO 132 upon the Project. As part of the
study, a desk-based terrestrial archaeological review
was conducted to identify any known or areas possessed with archaeological
potential. The study area of
the terrestrial archaeological review is shown in Figure 12.6.
12.4.3.20
It was observed that the
western shoreline area of TKO 132 is characterised by hilly topography,
featuring steep slopes (>27Ί).
Referring to the findings of the 1998 Archaeological Survey carried out
in the Western Coast Road area (Section 12.4.3.17 refers), which encompassed the
hill slope of Lei Yu Mun and the eastern slope of Devils Peak, no terrestrial archaeological
potential has been identified or anticipated in these hillside areas. Additionally, there were no historical records
indicating any past occupation or cultivation at the site.
12.4.3.21
The results of the desk-based
review concluded that no known archaeological sites or areas with terrestrial archaeological
potential have been identified within the EIA study area.
Previous EIA reports covering TKO 137 and
TKO 132
12.4.4.1
Previous EIA reports have
assessed the marine archaeological potential of TKO 137 and TKO 132. The findings and discussions are presented in
the followings (Figure 12.7 and Figure 12.8 refer).
Agreement No. CE87/2001 (CE) Further Development of Tseung Kwan O
Feasibility Study (AEIAR-092/2005)[104]
12.4.4.2
A marine geophysical survey was
undertaken in 2003 at the northern half of Junk Bay to assess the sub-seabed strata,
features, and man-made objects on or beneath the seabed. The survey revealed four (4) surface anomalies and two (2) buried
anomalies were within the proposed marine works areas. These areas mainly cover
the northeast section within the Project boundary and 300m assessment area of
TKO 132.
12.4.4.3
Out of these six (6) anomalies, three (3) were
identified as having archaeological potential (Figure 12.8 refers). Target 1, due to its isolated location away
from other debris concentrations and its relatively small size, was considered
to have archaeological significance.
Additionally, buried anomalies SN62-31 and SN62-34 were deemed to
contain archaeological potential as they were situated in an area where
shipwrecks could have formed. For the remaining three (3) anomalies, they were found in areas
heavily disturbed by numerous anchor marks, indicating recent deposition with
no archaeological potential. A visual diver
survey was recommended as a mitigation measure for Target 1, along with
transect dives for the area along western shore of Junk Bay that was not
covered by the geophysical survey under this feasibility study. SN62-31 and SN62-34 are located within the Project boundary of TKO 132,
while Target 1 is located outside the Project boundary but within the
300m assessment area.
Agreement No. CE42/2008 (CE) Tseung Kwan O Lam Tin Tunnel and
Associated Works (AEIAR-173/2013)
12.4.4.4
Under this project, a marine
geophysical survey was conducted in 2009 to cover the proposed
reclamation and bridge structure for TKO Interchange situated at the west coast
of Junk Bay to optimise the acquisition of data for the Marine Archaeological
Investigation (MAI). The survey covered
the majority part within the Project boundary of TKO 132 and extended north
towards the 300m assessment area (Figure 12.8 refers). Based on the results from the 2003 geophysical survey
under the Further Development of Tseung Kwan O Feasibility Study and the
geophysical survey conducted in 2009 for this project,
a total of 28 side scan sonar and seismic profiler contacts were identified on
the seabed, requiring further investigation.
12.4.4.5
A visual diver survey was hence
undertaken to further examine the 28 contacts as above-mentioned. All
twenty-eight (28) targets, including SN62-31 and SN62-34 identified in the 2003 geophysical survey, were successfully located and assessed. These targets were determined to be modern
construction waste, dumped materials and rubber tyres. No targets with archaeological value were
found. Consequently, it was concluded that no marine
archaeological resources were identified within the survey area which covers
the majority part of the Project boundary and the northern part of 300m
assessment area of TKO 132.
12.4.4.6
A geophysical survey was
conducted to examine the geological characteristics of various areas, including
the region between central Junk Bay and the northern section of the Tathong Channel. The
survey area primarily encompassed TKO 137 and TKO 132, although the exact
boundaries were not specified in the report. Within these areas, the seabed predominantly
consisted of coarser materials, such as potential rock outcrops and dumped
materials. This type of seabed
environment was considered less favourable for preservation and burial of
artifacts, suggesting minimal to no archaeological potential.
12.4.4.7
However, there was one notable
exception referred to as Target A8, initially located just outside
the 300m assessment area of TKO 137, but later falling within the 300m
assessment area following a boundary revision (Figure 12.7 refers). Based on the geophysical data collected for
the HK Offshore Wind Farm in Southeastern Waters, Target A8 exhibited an
unusual appearance and possible partial burial.
It was situated in a sandy area to the south of Fat Tong Chau, where
extensive trawl or drag marks were visible.
This led to the assumption that Target A8 represented deposits related
to shipwreck, which have been redistributed by trawling activity. This
interpretation has been revised on the basis of new
geophysical data collected for the Project. The new sidescan
sonar data are higher resolution and provide a clearer image of Target A8
compared to the HK Offshore Wind Farm in Southeastern Waters data. Based on the
new data, Target A8 does not resemble shipwreck debris. It also does not have
an associated magnetic signature. It can now be seen to comprise two separate rectangular
features which lie on the seabed surface. These correspond to sonar anomalies
B1-SC001 and B1-SC002 as identified by the MAI under the Project (see Appendix 12.4). These are similar in size and shape to other
rectangular features seen elsewhere in Junk Bay (and HK waters, in general)
which are interpreted as modern objects, such as concrete mooring blocks or blocks used for seawalls and rock armour. B1-SC001 and B1-SC002 were considered therefore to
be of low archaeological potential by the MAI under the Project (Appendix 12.4); no diver inspection was required and the 150m
buffer zone suggested as mitigation in the EIA Report for HK Offshore Wind Farm in Southeastern Waters (AEIAR-140/2009) is no longer required.
Agreement No. CE 43/2008 (HY) Cross Bay Link, Tseung Kwan O
(AEIAR-172/2013)
12.4.4.8
A MAI was conducted within the
alignment corridor of Junk Bay. The study area encompassed the
eastern tip within the Project boundary of TKO 132 and extended towards the
300m assessment area (Figure 12.8 refers).
12.4.4.9
Based on the results of the 2003 geophysical survey for
the Further Development of Tseung Kwan O Feasibility Study (Section 12.4.4.2 refers), eight (8) unidentified
objects were recognised within the study area (Figure 12.8 refers). A visual diver survey was subsequently
carried out to establish the archaeological significance of the identified targets. Upon examination, all of the identified targets, including Target 1 identified in the 2003
geophysical survey, were found to contain of modern
dumped rock, as commonly observed in the rubble mound seawalls surrounding the
survey area. It was indicated that the
seabed in various areas had also been disturbed by construction works. The survey did not locate any archaeological
findings.
12.5.1
Built Heritage
12.5.1.1
According to the Appendix K of
the EIA Study Brief (No. ESB-360/2023),
the BHIA has been conducted, taking into account the results of the
previous studies and other background of the site, to identify known and unknown
built heritage items within the assessment area that may be affected by the
Project and its associated works, and to assess the possible direct and
indirect impacts on the identified built heritage items. For the purpose of
this report, both known built heritage and unknown built heritage are defined
as below.
i.
monuments declared
by the Authority: a place, building, site or structure which is
declared to be a monument, historical building or archaeological or palaeontological site or
structure under under section 3 of the Antiquities and Monuments
Ordinance (Cap. 53) by the Authority (i.e. the Secretary for Development) ; and included in the latest list of Declared Monuments
in Hong Kong.
ii.
proposed monuments
declared by the Authority: a place, building, site or structure which is
declared to be a proposed monument, proposed historical building, or proposed
archaeological or palaeontological site or structure under section 2A of the
Antiquities and Monuments Ordinance (Cap. 53) by the Authority (i.e. the
Secretary for Development)
iii.
grade 1 historic
buildings assessed by the Antiquities Advisory Board: as defined by the Antiquities Advisory Board, they
are buildings of outstanding merit, which every effort should be made to
preserve if possible.
iv.
grade 2 historic
buildings assessed by the Antiquities Advisory Board: as defined by the Antiquities Advisory Board, they
are buildings of special merit; efforts should be made to selectively preserve.
v.
grade 3 historic
buildings assessed by the Antiquities Advisory Board: as defined by the Antiquities Advisory Board, they
are buildings of some merit; preservation in some form would be desirable and
alternative means should be considered if preservation is not practicable.
vi.
All sites, buildings / structures in the list of new
items pending for grading assessment by the Antiquities Advisory Board: currently under the latest list of new items for
grading assessment with grading results pending for grading assessment by
the Antiquities Advisory Board, and yet to be grading accorded.
vii.
Government historic
site identified by the Antiquities and Monuments Office: under the list of government historic site
maintained by the Antiquities and Monuments Office.
12.5.1.3
Unknown built heritage are the
tangibles (buildings/structures/features/places/areas) that have not been
identified and / or accorded with a status.
They are not included under the known built
heritage listed above.
They would be assessing from perspectives of historical, architectural,
cultural as well as group values[111]. Particular items
would also be considered should they are excluded from the known built heritage
listed above.
12.5.1.4
For the
purpose of this report, unknown built heritage
identified under this report are presented as other identified items. Their significance in cultural heritage are also presented.
12.5.2
Overview of Built Heritage and Other Identified Items Within the
Assessment Area
TKO 137
12.5.2.1
One (1) declared monument, namely
Site of Chinese Customs Station, Fat Tau Chau (DM18) is located outside the Project
boundary but within the 300m assessment area of TKO 137. As this declared monument is an
archaeological heritage, it has been discussed in Section 12.6.
12.5.2.2
No proposed monument, graded historic
building or government historic site were identified within the Project
boundary or its 300m assessment area.
12.5.2.3
No other identified item is located
within the Project boundary or its 300m assessment area.
TKO 132
12.5.2.4
No declared monument, proposed
monument, graded historic building or government historic sites were identified
within the Project boundary. One (1) grade 2 historic building and one (1)
grade 3 historic building were identified within the 300m
assessment area but outside of the Project boundary.
12.5.2.5
In addition, there are four (4) other identified items located within the 300m assessment
area but outside the Project boundary. A summary of built
heritage and other identified items is presented in Table 12.5.1.
Fortifications at Devils Peak (HB463) (Grade 2 Historic Building)
12.5.2.6
Fortifications at Devils Peak is a group of military
structures built at Devils Peak during the early 20th century,
which includes Pottinger Battery, Gough Battery, and Devils Peak Redoubt. Pottinger Battery and
Gough Battery were built came into operation in 1902-1903. Pottinger Battery was
named after Sir Henry Pottinger, the first governor of Hong Kong, while Gough
Battery was named after Hugh Gough, Hong Kongs first general officer
commanding. Each battery is equipped
with two breech loaders, while underground magazines and bunkers
were established surrounded the batteries. The Redoubt on the summit was on the other hand constructed
around 1914-1915 and served as a command post. Details of the
Fortifications at Devils Peak are presented in Appendix 12.1 Built Heritage
and Other Identified Item Recording Sheet No. 1.
12.5.2.7
The significance in cultural
heritage of Fortifications at Devils Peak is noteworthy in terms of
historical, architectural and group value.
The fortifications at Devils Peak serve as an indispensable part of
Hong Kongs coastal defence, in particular, protecting
the Victoria Harbour. They are excellent examples of
British military facilities and have exhibited some fine features that are
rarely seen in military installations. They contain group value with the other military installations at Devils
Peak.
Old Quarry Site Structures, Lei Yue Mun (Grade 3 Historic Building)
12.5.2.8
Old Quarry Site Structures in Lei Yue Mun is a group of
thirteen (13) structures relating to the quarrying industry in Lei Yue Mun
after war, such as a jetty, quays for the loading of vessels, stone huts. Details of Old Quarry Site Structures, Lei
Yue Mun are presented in Appendix 12.1 Built Heritage
and Other Identified Item Recording Sheet No. 2.
12.5.2.9
The significance in cultural heritage of the old quarry
site structures at Lei Yue Mun is noteworthy in terms of historical and
architectural perspective. The stone
quarrying at Lei Yue Mun could be dated back to the 18th
century. Despite the disturbance in
World War II, the stone quarried at Lei Yue Mun had been used in many
developments in Hong Kong, such as the seawall in front of North Point Estate. The quarry site serves as a remnant of an
important local industry in Hong Kong.
The existing quarry site structures provide insights to the prospecting
and operation of a stone quarry. While
many of the stone quarries in Hong Kong have been redeveloped and demolished,
it is rare that a group of quarry structures remain for the public to
appreciate.
Other Identified Items
(Military Structures)
12.5.2.10
Four (4) other identified items were identified. They are the remains of different military
installations at Devils Peak, including coastal searchlight emplacements, a
bunker and a pillbox. The construction
year of these military structures is uncertain, probably before WWII. Most of them could be recognised in a 1945
aerial photo. Details of these
military structures are presented in Appendix 12.1 Built Heritage
and Other Identified Item Recording Sheet Nos. 3 to 6
12.5.2.11
These military structures are mostly constructed of
concrete or rock and in Utilitarian style.
Situated along the slope of Devils Peak, their strategic positioning
enables monitoring of the eastern
entrances of Victoria Harbour. Not
only do these buildings/structures contain
group value with other fortifications at Devils Peak, but also survive as a witness of the defence of Hong
Kong in the first half of the 20th century.
12.5.2.12
Records of built heritage and other identified items are presented in Appendix 12.1. Their locations are presented in Figure 12.9.
Table 12.5.1 Built Heritage and Other
Identified Items within 300m Assessment Area of TKO
132
Ref. No.
|
Name
|
Status
|
Approximate Distance from the Project boundary
|
Built Heritage
|
HB463
|
Fortifications at Devils Peak
Pottinger Battery
|
Grade 2 Historic Building
|
295m
|
Fortifications at Devils Peak
Gough Battery
|
427m
|
Fortifications at Devils Peak
Redoubt
|
385m
|
HBN86
|
Old Quarry Site Structures, Lei Yue Mun
|
Grade 3 Historic Building
|
269m
|
Other Identified Items
|
BH01
|
Bunker
|
No Status
|
228m
|
BH02
|
Northern Coastal Searchlight
Emplacement
|
No Status
|
104m
|
BH03
|
Southern Coastal Searchlight Emplacement
|
No Status
|
221m
|
BH04
|
Pillbox (East of Pottinger Battery)
|
No Status
|
185m
|
12.5.3
Identification and Evaluation of Potential Impacts
Construction Phase
12.5.3.1
The Project has been designed to exclude any built heritage within its boundary in order to avoid or minimise any adverse impacts on them.
TKO 137
12.5.3.2
No declared monument, proposed
monument, graded historic building or government historic sites were identified
within the Project boundary and 300m assessment area. Therefore, no direct or indirect impact on
built heritage would be anticipated during the construction phase.
TKO 132
12.5.3.3
No declared monument and proposed monument were identified within the
Project boundary and 300m assessment area. No direct or indirect impact would
be anticipated during the construction phase.
12.5.3.5
There are four other identified
items located within 300m assessment area.
Given the separation distance of more than 100m between the four (4) other identified items (namely Bunker (BH01), Northern Coastal
Searchlight Emplacement (BH02), Southern Coastal Searchlight
Emplacement (BH03) and Pillbox (East of Pottinger
Battery) (BH04)) and
the Project boundary, no adverse
direct or indirect impact would be anticipated.
12.5.3.6
There is no change of water-table due to the works of the
Project. Hence, no direct impact on the historic buildings and structures
through change of water-table would be anticipated.
Operational
Phase
12.5.3.7
No direct or indirect impact is
anticipated by the Project during the operational phase to all the built heritage and other
identified items in concern.
12.5.3.8
The two graded historic buildings, HB463 and HBN86, are
located at least 269m away from the Project boundary. For HB463 located at the
elevated locations at the hilltop of Devils Hill, the existing views to the
Project are screened by existing trees along the eastern hillside of Devils
Hill and the degree of visibility to the Project is glimpse. Hence, the visual
impact is considered as negligible. For HBN86 at the waterfront location near
Lei Yue Mun Point, there is panorama view facing to the Victoria Habour and Hong Kong Island in the South. The degree of
visibility of HBN86 to the Project is glimpse as the viewing direction to TKO
132 is visually blocked by the natural terrain, and the viewing distance to TKO
137 is long (at least 2,500m). Therefore, the visual impact is considered as
negligible. For the four other identified items, BH01, BH02, BH03 and BH04,
they are located approximately 104m to 228m from the Project boundary. As they
are not located along popular hiking trail, the number of public viewer is few and viewer sensitivity is low. In view of the
long viewing distance from the Project boundary and the lack of known fungshui or visual corridor of the historic building within
the assessment area, magnitude of visual change and the resultant visual impact
is considered as negligible.
12.5.3.9
A summary of the potential
adverse impacts on built heritage and other
identified items is presented in Table 12.5.2.
Table 12.5.2 Summary of Impact Assessment Result on Built
Heritage and Other Identified Items
Ref. No.
|
Name
|
Status
|
Approximate Distance from the Project boundary
|
Potential Impacts and Assessment
|
HB463
|
Fortifications at Devils Peak Pottinger Battery
|
Grade 2 Historic Building
|
295m
|
No Impact
|
Fortifications at Devils Peak
Gough Battery
|
427m
|
No Impact
|
Fortifications at Devils Peak
Redoubt
|
385m
|
No Impact
|
HBN86
|
Old Quarry Site Structures, Lei Yue Mun
|
Grade 3 Historic Building
|
269m
|
No Impact
|
BH01
|
Bunker
|
No Status
|
228m
|
No Impact
|
BH02
|
Northern Coastal Searchlight
Emplacement
|
No Status
|
104m
|
No Impact
|
BH03
|
Southern Coastal Searchlight Emplacement
|
No Status
|
221m
|
No Impact
|
BH04
|
Pillbox (East of Pottinger Battery)
|
No Status
|
185m
|
No Impact
|
12.5.4
Mitigation Measures
12.5.4.1
As no adverse impact is anticipated to all the built heritage and other identified items in concern during the construction and operational phases, no mitigation measure is
required.
12.5.5 Environmental Monitoring
and Audit
12.5.5.1
As no adverse impact is anticipated to all
the built heritage and
other identified items in concern during the construction and
operational phases,
no environmental
monitoring and audit (EM&A) is required.
12.6
Archaeological Impact Assessment
12.6.1
Terrestrial Archaeological Heritage
12.6.1.1
Terrestrial archaeological
heritage are the places/areas of archaeological significance, or where the
archaeological potential is considered noteworthy. The terrestrial archaeological heritage
exclusively including the following:
i.
monuments declared by the Authority: any place, building,
site or structure which is declared to be a monument, historical building or
archaeological or palaeontological
site or structure under under section 3 of the Antiquities and Monuments
Ordinance (Cap. 53) by the Authority (i.e. the Secretary for Development); and included in the latest
list of Declared Monuments in Hong Kong.
ii.
site of archaeological interest in Hong Kong: under the list of sites of
archaeological interest in Hong Kong maintained by the Antiquities and
Monuments Office.
iii.
area of archaeological potential identified in previous studies and / or
this Project, but not included in the item above.
12.6.2
Desktop Study for Terrestrial Archaeology
12.6.2.1
There is
one (1) declared monument, namely Site of Chinese Customs Station, Fat Tau Chau (DM18) located outside the Project boundary but within the 300m
assessment area of TKO 137. Also, three
(3) Sites of Archaeological Interest (SAIs) are located within the 300m
assessment area of TKO 137 but outside of the Project boundary. These SAIs include Fat Tau
Chau SAI
(SAI184), Fat Tau Chau House Ruin SAI (SAI185), and Fat Tau Chau Qing Dynasty Gravestone SAI (SAI186). The locations of
terrestrial archaeological heritage are presented in Figure 12.10. The above terrestrial
archaeological
heritage are presented in Table 12.6.1.
12.6.2.2
On the other hand, there is no
SAI
or declared monument located within the Project
boundary or the 300m assessment area of TKO 132.
Table 12.6.1 Declared
Monument and Sites of Archaeological Interest in the 300m Assessment Area of
the Project
Ref.
No.
|
Name
|
Status
|
Approximate
Distance from the Project boundary
|
Approximate
Distance from the Development Area
|
DM18
|
Site of Chinese Customs Station, Fat Tau Chau
|
Declared Monument
|
173m away
|
245m away
|
SAI184
|
Fat Tau Chau SAI
|
SAI
|
165m away
|
234m away
|
SAI185
|
Fat Tau Chau House Ruin SAI
|
SAI
|
4m
away
|
13m away
|
SAI186
|
Fat Tau Chau Qing Dynasty Gravestone SAI
|
SAI
|
290m away
|
373m away
|
12.6.3
Evaluation of Terrestrial
Archaeological Potential
TKO 137
12.6.3.1
Within the Project boundary, no
declared monuments, proposed monuments, graded historic buildings or SAI have been identified. Within
the 300m assessment area, one (1) declared monument, Site of Chinese Customs
Station, Fat Tau Chau (DM18) is present. Three (3) Sites of Archaeological Interest
(SAIs) are located within the assessment area but outside of the
Project boundary, namely Fat Tau Chau SAI (SAI184), Fat
Tau Chau House Ruin SAI (SAI185) and Fat Tau Chau Qing Dynasty Gravestone SAI
(SAI186). Being listed as Sites of Archaeological
Interest (SAIs), these three (3) SAIs are deemed to hold archaeological potential (Section 12.4.3 refers).
12.6.3.2
While previous EIA studies have
not covered the assessment area of TKO 137, its archaeological potential could
be deduced through desktop analysis.
Comparison with Archaeological
Sites in Similar Landscape Settings
12.6.3.3
Archaeological sites on
outlying islands in Hong Kong that contain remains of human settlements during
the prehistoric period are commonly found in coastal lower-lying area or on
raised beaches. Lung Kwu Chau (龍鼓州), Lamma Island and Cheung Chau have provided substantial
evidence in supporting the notion. Based
on the observed settlement patterns of these islands, it is suggested that Fat
Tau Chau
would likely to follow a similar pattern.
The discovery of a stone adze in 2004 indicates the possible / potential
existence of prehistoric archaeological remains in the vicinity of Fat Tau Chau
SAI (SAI184). Hence, the coastal lowlands at the Fat Tau
Chau SAI (SAI184), located to the northwest of the island but outside the
Project boundary, holds significant archaeological potential in prehistorical period.
12.6.3.4
For historical period,
traditional villages near TKO 137, such as Sheung Sze Wan (相思灣) in Sai Kung, shares a common featured landscape with Fat Tau Chau SAI
(SAI184). The village was
recorded in the Map of the San-On District. It is characterised
by relatively flat areas along coast and small hills. These traditional villages hold historical
significance, as past human activities in these areas would have yielded
abundant archaeological materials in situ or heirlooms. The landscape of Sheung Sze Wan and Fat Tau Chau SAI (SAI184) are both set behind the coast (indicated as Qb
in geological maps) at approximately 6m to 13m and extended into solid geology
of gf, rq, JSS and JCB (Plate 16 and 17 in Appendix 12.3 refer). It supports the suitability
of Fat Tau Chau SAI
(SAI184) for human activities. The fact that this
coastal low-lying area at the northwest of Fat Tau Chau being
chosen for the establishment of customs station also supported the notion that
its geological characteristics are preferred for human activities
and settlements.
12.6.3.5
For the rest of the natural terrain of Fat Tau Chau, it is characterised by high
elevation and steep
slopes. Their elevation ranges from +8mPD to +102mPD, and their gradient varies from 4° to 40° respectively. There is a lack of freshwater resources (i.e. first river terrace, floodplain,
river course), which is reflected by the absence of Qa
(alluvium) on geological map (Figure 12.2 refers). Areas with these
characteristics are not favourable to human settlements during prehistoric and
historical periods.
Nature of Archaeological
Findings at Fat Tau Chau
12.6.3.6
It is noted that the location
of the three SAIs known at Fat Tau Chau has different settings. The customs operations on Fat Tau Chau is located at coastal lowland
behind a beach (i.e. the Fat Tau Chau SAI (SAI184)) between +5mPD and +34mPD
with a gradient ranging between 10°
and 30°, while Fat Tau
Chau House Ruin SAI (SAI185) is located on a slightly higher elevation on the
southern tip of the Island at +37mPD on a 24° slope. Archaeological remains of Fat Tau Chau SAI (SAI 184) and Fat Tau
Chau House Ruin SAI (SAI185) might be related to the Customs Station or other
facilities.
12.6.3.7
During the site visits held on 25th January and 24th July 2024, attempts have been made to access areas of Fat Tau Chau Island that would be encroached by the Project boundary of TKO 137 and its assessment area.
However, due to thick vegetation and steep slopes (Plate 17
to Plate 20 of Appendix 12.2 refer), the
remains in the area could not be accessed. Hence this analysis relies on the best
available information, with aerial photos
and LiDAR (Light Detection And Ranging) images. The structures in relation to the Customs Station at Fat Tau Chau were built on ground
that had undergone some form of site
formation, with LiDAR images of lighter areas showing straight-lined features for reference (Figure 12.1,
and Plate 18 to Plate 20 of Appendix 12.3 refer). On the other hand, no such phenomenon was
observed at other areas of Fat Tau Chau, including the areas within the Project
boundary of TKO 137. Hence, any
prominent
and noticeable structures at grade that might be
related to the Customs Station at Fat Tau Chau outside
the known SAIs are considered unlikely based on the best available information. Nonetheless, it cannot rule out the
archaeological potential that buried features in relation to custom station, as
well as other facilities that cannot be identified from the ground.
12.6.3.8
On the other hand, Fat Tau
Chau Qing Dynasty Gravestone SAI (SAI186) is located at approximately +53mPD and 8°. However, due to the small
size of this grave, it is not visible on both aerial photos and LiDAR
images. While the existing SAI186 is
known to be the grave in relations to the death tolls of the 1874 Hong Kong
Typhoon, the short operational time of the Customs
Station between 1869 and 1899 and the relatively non-eventful history of Fat
Tau Chau during that period, any similar prominent remains
located within the Project boundary of TKO 137
are unlikely. Due to the limitation of the site
condition at the time of the preparation of this report, it is not possible to
confirm through site inspection if relatively small size archaeological
remains, or features of the Fat Tau Chau Customs Station and of other
facilities would exist within the Project boundary of TKO 137 on Fat Tau Chau.
12.6.3.9
Yet, given the historical context and known archaeological sites of Fat Tau Chau, particularly concerning customs and
military operations, the possibility of the presence of archaeological remains, or features within the
Project boundary of TKO 137 on Fat Tau Chau cannot be entirely ruled out
without confirmation of site inspection that is not viable at the time of the
writing of this report.
Modern Development and the
Disturbance to Archaeology of Fat Tau Chau
12.6.3.10
Furthermore, the northeastern part of Fat Tau Chau, the south-western coastline of Clear Water Bay
Peninsular and
northern coastline of Tit Cham Chau have
also been largely modified. The reclamation works in the
1990s have
significantly altered the landscape of the area by connecting one another. The reclaimed land mainly consists of fill. The change in physical geography and landscape can be
referred to Section 12.4.1 while details are presented in Appendix 12.3 Plate 2 to 9. Archaeological deposit
should have been removed or demolished, if any.
Areas that have experienced large-scale site formation works or created
by reclamation are not expected to host any terrestrial archaeological potential.
12.6.3.11
Based on the best available
information at the time of the writing of this report, the area within the
Project boundary of TKO 137 possesses low terrestrial archaeological
potential. The aforementioned
declared monument, i.e.
Fat Tau Chau Customs Station and the three SAIs (SAIs 184,
185 and 186) located outside the Project boundary but
within the 300m assessment area are deemed to have archaeological potential.
TKO 132
12.6.3.12
There is no Site of
Archaeological Interest (SAI) identified within the Project boundary of TKO 132
or the corresponding 300m assessment area.
12.6.3.13
Previous EIA study (Agreement
No. CE42/2008 (CE) Tseung Kwan O Lam Tin Tunnel and
Associated Works Investigation Working Paper on Terrestrial Archaeological
Review and Marine Archaeological Investigation (Final)[126])
has conducted desktop study to assess the archaeological potential
of the area of TKO 132. Based on these
analyses, it has been determined that the area of TKO 132 has no terrestrial
archaeological potential due to the environmental factors (high gradients and
hilly terrain landscape) and previous quarrying activities in the area.
12.6.3.14
With reference to previous
archaeological findings from prehistoric period in Hong Kong, archaeological
sites from prehistoric period are usually identified on the relatively flat
area on coastal beaches in the western Hong Kong near the Zhujiang
river estuary. Lung Kwu Chau,
Tai Wan (Lamma Island), Man Kwok Tsui (萬角咀), etc. are some examples of prehistoric
archaeological sites with the mentioned landscape. However, the Project boundary of TKO 132 is
in hilly terrain landscape with steep slopes (gradient >27Ί) (Figure 12.11
refers). The landscape of the Project
boundary of TKO 132 is not similar to those known
prehistoric archaeological sites.
Therefore, the Project boundary of TKO 132 does not hold terrestrial
archaeological potential in prehistoric period.
12.6.3.15
Previous archaeological
findings from historical period in Hong Kong also reflects that gentle
hillslopes on coastal areas, small hillocks and relatively flat areas on river
terraces are preferred for human settlements in historical period. Mong Tseng Wai (輞井圍), Tai Hom Tsuen (大磡村) and Chok Ko Wan (竹篙灣), etc. are some examples of historical archaeological sites with the
mentioned landscape. However, as abovementioned, the Project boundary of TKO 132 is in a hilly
terrain landscape with steep slopes, which is not similar to
those known historical archaeological sites.
Hence, it can be observed that the Project boundary of TKO 132 is not
favourable for historical settlements.
12.6.3.16
According to the 1998 archaeological survey conducted in On
Luen Village (Section 12.4.3.17 refers), the excavations
had found no archaeological deposits. It
was thus concluded there was no earlier cultural remain as the village was
developed by new migrants after WWII.
Additionally, according to an anonymous local
informant, On Luen Village was built by the villagers crushing and
cutting stones from the hill in the area.
These quarrying activities in the area have caused heavy disturbances in
which the surface soil had been removed.
Therefore, those areas are considered to have no terrestrial
archaeological potential. Moreover, part of
the Project boundary of TKO 132 (at the east of Chiu Keng Wan Shan) is
located on reclaimed land (Plate 11, Plate 14 and Plate 15 of Appendix 12.3 refer). It is not expected to
host any terrestrial archaeological potential in the reclamation area.
12.6.3.17
In conclusion, the Project
boundary of TKO 132 has no terrestrial archaeological potential. No archaeological
investigation is required.
12.6.4
Identification and Evaluation of Potential Impacts on Terrestrial Archaeology
12.6.4.1
The following discussion on the
impact to archaeology are based on their relations to the Project boundary and Recommended Outline
Development Plan (RODP).
Construction Phase
12.6.4.2
Since there is no declared
monument and SAI within the Project boundary of TKO 137
and TKO 132, no direct impact on them is anticipated during the
construction phase.
12.6.4.3
For the areas within the
Project boundary of TKO 137, they are considered to have low archaeological
potential based on the desktop review that the topography did not favour residential settlements and there is
a lack of evidence to indicate the existence of prominent and noticeable remains within the Project
boundary of TKO 137 based on the best available information (Sections
12.6.3.3 to 12.6.3.512.6.3.9 refer). Yet,
given the historical context and known archaeological sites of Fat Tau Chau,
particularly concerning customs and military operations, the possibility of the
presence of archaeological remains or features within the Project boundary of
TKO 137 on Fat Tau Chau cannot be entirely ruled out without confirmation of
site inspection that is not viable at the time of writing of this report. However, since the detailed design on the proposed
development within the Project boundary of TKO 137 on Fat Tau Chau has not been
available, the
extent of impact to the areas of low archaeological potential could not be
assessed. Due to the importance of Fat Tau Chau in relation to the
history of Customs Station, to ensure the preservation of archaeological
heritage within the Project boundary of TKO 137 on Fat Tau Chau, this AIA would
consider that there would possibly be potential impact during the construction
phase from the archaeological preservation perspective. Mitigation measure is suggested in later
sections (Section 12.6.5.1 refers).
12.6.4.4
For the areas within the Project boundary of TKO 132,
they are considered to have no terrestrial archaeological potential based on
both desktop review and site visits results.
Therefore, no direct impact is anticipated on terrestrial archaeology during
the construction phase.
12.6.4.5
For the coastal lowlands at the
Fat Tau Chau SAI, it is located to the northwest of the island but fall outside
the Project boundary of TKO 137. As no
works will be carried out outside the Project boundary, no impact from the
Project is anticipated in construction phase.
12.6.4.6
Fat Tau Chau House Ruin SAI
(SAI185) is
a site located on the cliff with an elevation at about +20 mPD. The site is located about 13m from the
Development Area of TKO 137 RODP (Figure 12.10 refers) and 4m from the
Project boundary. Therefore, no direct
impact is anticipated to Fat Tau Chau House Ruin SAI (SAI185). However, indirect
impact of ground borne vibration, tilting and settlement on Fat Tau Chau House Ruin SAI (SAI185) would be anticipated during the
construction phase. Considering Fat
Tau Chau House Ruin (SAI185) is situated just outside the Project boundary of
TKO 137, details regarding the land use proposed in TKO 137 RODP near SAI185
are presented in the Table 12.6.2.
12.6.4.7
For Site of Chinese Customs Station, Fat Tau Chau (DM18),
Fat Tau Chau SAI (SAI184) and Fat Tau Chau Qing Dynasty Gravestone SAI
(SAI186), they are located over 150m from the Project boundary of TKO 137 (Figure 12.10 refers). Considering there are sufficient separation
distances between the archaeological heritage and the Project boundary, no
direct or indirect impact is anticipated.
Operational Phase
12.6.4.8
No direct or indirect impact is
anticipated by the Project on terrestrial archaeology during the operational phase within the Project boundary of TKO 137 and TKO 132.
12.6.4.9
Since Site of Chinese Customs
Station, Fat Tau Chau (DM18), Fat Tau Chau SAI
(SAI184),
Fat Tau Chau House Ruin SAI (SAI185) and Fat Tau Chau
Qing Dynasty Gravestone SAI (SAI186) are located outside the Project boundary,
no direct or indirect impact is anticipated during the operational phase.
Table 12.6.2 Proposed
Land Use in TKO 137 RODP near Fat Tau Chau House Ruin SAI (SAI185)
Concerned
Proposed Land Use (Zoning)
|
Site Reference No.
|
Approximate Distance from
Fat Tau Chau House Ruin SAI (SAI185)
|
Site Area (sqm)
|
Proposed Building Height
Restriction (mPD)
|
Open
Space (O)
|
O1
|
13m
|
29,239
|
/
|
Private
Housing Zone 1 (R1)
|
PR1
|
60m
|
45,362
|
200
|
Other
Specified Uses (OU)
|
OU6
|
170m
|
3,360
|
80
|
Construction Phase
12.6.5.1
Since there is no declared
monument and SAI identified within the Project boundary of TKO 137 and TKO 132,
no direct impact on them is anticipated during the construction
phase. The indirect impact on them,
however, has to be reviewed when the design of the
proposed development is available. For areas of Fat Tau Chau within the Project boundary of TKO 137,
this AIA has reviewed the area to have low archaeological potential (Sections
12.6.3.6 to 12.6.3.9 refer) based on desktop review (Sections
12.3.1.6 to 12.3.1.9 refer), while site visits dated
25th January and 24th July 2024 were hindered by a
lack of safe access and thick vegetation coverage over the steep slopes. While it is unlikely to have any prominent and noticeable remains related to the
custom station at grade located
within the Project boundary of TKO 137, it is not possible to confirm whether archaeological
remains or features of the Fat Tau Chau Customs Station and other facilities
below ground would exist within the Project boundary of TKO 137. To ensure that
no archaeological resources related to the Customs Station or other facilities
on Fat Tau Chau would be affected by the Project, an Archaeological Impact Assessment should be undertaken
during the detailed design phase when the details of the proposed works on Fat
Tau Chau are available. This Archaeological Impact Assessment at
the detailed design phase shall assess the archaeological potential concerning
the existence of remains or features
in relation to the Customs Stations or other facilities
within the Project boundary of TKO 137 on Fat Tau Chau, particularly in areas that would
be affected by the proposed works. Based
on the details and extent of proposed works to be carried out on Fat Tau Chau, the
Archaeological Impact Assessment at the detailed design
phase would propose appropriate measures, if any impact
on archaeological heritage is identified, for consideration and agreement by
AMO. The Archaeological Impact Assessment
at the detailed design phase shall be conducted by an archaeologist. It shall incorporate desktop information,
site inspection results and recommendation of appropriate mitigation measures, namely change of work design,
preservation of archaeological heritage in-situ, preservation by
relocation, archaeological survey cum excavation or rescue excavation,
archaeological watching brief or preservation by record subject to the level of potential impacts to be confirmed in the
Archaeological Impact Assessment at detailed design phase upon availability of
the details and extent of the proposed works to be carried out on Fat Tau Chau,
as necessary for consideration and agreement by AMO. This Archaeological Impact Assessment at the detailed design phase
should be conducted by the project proponent.
In the light of the above considerations, no
adverse impact would be anticipated with mitigation measures agreed by AMO and implemented to
the satisfaction of AMO to ensure preservation of the
archaeological heritage within the Project
boundary of TKO 137 on Fat Tau Chau.
12.6.5.2
Furthermore,
if antiquities or supposed antiquities under the Antiquities and
Monuments Ordinance (Cap. 53) are discovered during the construction works within the Project boundary of TKO 137
and TKO 132, the project proponent is required to inform AMO immediately for
discussion of appropriate mitigation measures to be agreed by AMO before
implementation by the project proponent to the satisfaction of AMO.
12.6.5.3
Regarding indirect impact, and with reference to Figure
12.10, there are sufficient separation distances
between the Project boundary and the Site of Chinese Customs
Station, Fat Tau Chau (DM18), Fat Tau Chau SAI (SAI184) and Fat Tau Chau Qing
Dynasty Gravestone SAI (SAI186). Therefore,
no direct or indirect impacts on these sites are anticipated during the construction phase,
and no mitigation measures are required.
12.6.5.4
Concerning the Fat Tau Chau House Ruin SAI
(SAI185)
which is in close proximity to the Project boundary,
indirect impact is anticipated if construction works are carried out
nearby. Therefore, the following
mitigation measures are proposed for the construction phase.
(1)
Monitoring of ground-borne vibration, tilting and ground settlement
12.6.5.5
A condition
and structural survey, as well as a baseline vibration review shall be conducted for
construction works located in close proximity to the Fat Tau Chau House Ruin
SAI (SAI185) (Figure
12.12
refers), namely:
1) Reclamation of Phase 1B and Construction of Box Culvert and Seawall
Outfall Works;
2) Reclamation of Phase 1C;
3) TKO 137
Infrastructure Works (O1) (should there be considerable piling works or works
that would create strong ground-borne vibration occurred);
4)
TKO 137
Infrastructure Works (O6);
5)
Site Formation and
Site Development of Service Reservoirs (OU5 and OU6); and
6)
Site Development
of PR1 including Permanent PTI/TIH (PR1).
12.6.5.6
Condition and structural survey should be carried out for Fat Tau Chau
House Ruin SAI (SAI185) both before and after all construction works to inspect
its physical condition and structural integrity. The surveys shall be
undertaken by registered structural engineers or heritage specialists.
The methodology for the condition and structural surveys shall be proposed by
the registered structural engineers or heritage specialist. The results
of the pre-construction condition survey shall form a baseline and taken into
consideration when formulating the monitoring strategy. The pre- and
post- condition survey reports should be submitted for AMOs record.
12.6.5.7
Based on the pre-construction
condition and structural survey results and
construction details, the baseline vibration review before the construction phase shall evaluate if monitoring of
ground-borne vibration, tilting and ground settlement is required for Fat Tau
Chau House Ruin SAI during the construction phase. The baseline vibration review should be submitted to AMO
for comment and agreement before implementation. Any vibration and
building movement induced from the construction works should be strictly
monitored to ensure no disturbance and physical damages made to the heritage
sites during the course of works. If monitoring of ground-borne vibration is
required, a monitoring proposal, including vibration limit, type of monitoring,
checkpoint locations, installation details and frequency of monitoring should
be submitted by contractor to AMO for agreement before commencement of the
works. Prior agreement and consent
should be sought from the owner(s), stakeholder(s) and relevant Government
department(s) for the installation of monitoring points on the archaeological
heritage before commencement of the works.
Should the monitoring data be approaching to the vibration limit, the
contractor shall propose measures to mitigate movement situation at the
heritage site for consideration by AMO and implement on site, with examples,
not limited to, increasing monitoring frequency, additional condition surveys,
amendment / review of design of the construction, etc., so that the concerned
archaeological heritage would be protected and preserved. AMO should be informed immediately should
irregularities be observed.
(2)
Dust Suppression
12.6.5.8
Due to the close
proximity of the Fat Tau Chau House Ruin SAI (SAI185) to the Project
boundary, dust from the works area might have potential impact. Air Pollution Control (Construction Dust)
Regulation shall be followed.
12.6.5.9
Dust suppression measures and
good site practice as detailed in Section 3 should be observed by the
project proponent during the construction phase in order to
avoid dust accumulation on Fat Tau Chau House Ruin SAI (SAI185).
(3) Buffer Zone
12.6.5.10
Fat Tau Chau House Ruin SAI (SAI185) is located outside
of the Project boundary and Development Area of TKO
137. To ensure no construction workers
or equipment will be in contact with the archaeological heritage directly, a buffer zone should be reserved during the construction
phase of the Project to safeguard Fat Tau Chau House
Ruin SAI (SAI185). The buffer zone should be established in the
form of physical barrier to separate the works area from the concerned
structures. No
works shall be allowed within the buffer zone.
No workers or any construction related equipment and
materials should trespass the buffer zone to avoid direct contact with Fat Tau Chau House Ruin SAI
(SAI185). It is suggested that the buffer zone should
be of 10m from the concerned SAI or as practical as possible. Considering the challenging terrain of the
environment nearby, implementation details shall be proposed by the contractor
and agreed with AMO prior to commencement of the
proposed works.
Operational Phase
12.6.5.11
As no adverse impact on any
terrestrial archaeology potential within the Project boundary of TKO 137 and TKO
132 in concern during the operational phase, no mitigation measure is required.
12.6.5.12
No mitigation measure is
required for Site of Chinese Customs Station, Fat Tau Chau (DM18), Fat Tau Chau SAI (SAI184), Fat
Tau Chau House Ruin SAI (SAI185) and Fat Tau Chau Qing Dynasty Gravestone SAI
(SAI186) during the operational phase.
12.6.5.13
A summary of potential impact and proposed mitigation measures on terrestrial
archaeological heritage is presented in Table 12.6.3.
12.6.6
Environmental Monitoring and Audit for Terrestrial Archaeology
Construction
Phase
12.6.6.1
As indicated in Figure
12.10, there are sufficient separation distances
between the Project boundary and the Site of Chinese Customs Station, Fat Tau Chau
(DM18), Fat Tau Chau SAI (SAI184) and Fat Tau Chau Qing Dynasty Gravestone SAI
(SAI186). Hence, no direct or indirect
impact is anticipated during the construction
phase and no environmental monitoring and audit is required.
12.6.6.2
Based on the best available
information at the time of the writing of this report, the area within the
Project boundary of TKO 137 possesses low terrestrial archaeological potential. Given the importance
of Fat Tau Chau in relation to the history of Customs Station, this AIA would
consider there would possibly be potential impact during construction phase. To ensure no
archaeological resource related to the Customs Station or other facilities on Fat Tau Chau would be affected by the Project, an Archaeological Impact
Assessment should be conducted during the detailed design phase as
detailed in Section 12.6.5.1.
12.6.6.3
As the Fat Tau Chau House Ruin SAI (SAI185) is located in close proximity to the Project
boundary, indirect impact is anticipated if construction works are carried out
nearby,
mitigation measures are recommended to protect this heritage site as detailed in Section 12.6.5. EM&A is
required to ensure the implementation of these mitigation measures.
Operational
Phase
12.6.6.4
As no adverse impacts on any
terrestrial archaeology within the Project boundary of TKO 137 and TKO
132 in concern during the operational phase is anticipated, no EM&A is required.
12.6.6.5
As no mitigation measure is required for Site of Chinese Customs
Station, Fat Tau Chau (DM18), Fat Tau Chau SAI (SAI184), Fat Tau
Chau House Ruin SAI (SAI185) and Fat Tau Chau Qing Dynasty Gravestone SAI
(SAI186) during the operational phase, no EM&A is required.
12.7.1.1
The MAI
for the Project was conducted by SDA Marine Ltd. in collaboration with the marine
archaeologist, Dr Michael Walsh of Coracle Archaeology Ltd., in accordance with
the Guidelines for Marine Archaeological Investigation in Appendix K-1 of the
EIA Study Brief (No. ESB-360/2023). The findings and recommendations of the MAI
are summarized below and detailed in the MAI Report as provided in Appendix 12.4.
Baseline
Review
12.7.1.3
No known
shipwrecks are present within the study area. Two wrecks close to the study
area on the southwestern side of Junk Bay where it meets the Tathong Channel were previously reported but subsequently
removed. In addition, the area has
undergone significant modification in the more recent time due to land
reclamation, dredging and construction activities. This might have a significant negative effect
on any marine archaeological resources, if present.
Geophysical
Survey and Marine Archaeological Review
12.7.1.5
Geophysical surveys were
conducted under the Project in November 2022 and January 2024. The survey results were passed on to SDA
Marine / Coracle Archaeology for marine archaeological review.
12.7.1.6
Archaeological assessment of
the geophysical survey data identified 296 anomalies, including 107 sidescan sonar (SSS) contacts and
189 magnetic contacts, distributed throughout the survey areas. No anomalies of
high archaeological potential were identified.
Of these, 60 anomalies, comprising 41 SSS and 19 magnetic contacts, were
assessed to be of medium archaeological potential. As three of
the anomalies were located more than 300m from the boundary of marine works at
the time of investigation, a total of 57 anomalies were selected for further
investigation by diver survey.
Diver
Survey
12.7.1.7
The diver surveys were carried out in July 2024 upon the Licence to
Excavate and Search for Antiquities.
12.7.1.8
All 57 anomalies were
positively identified during the diver survey. They comprised geological features, fishing gear, detritus associated
with modern construction activities and dumped modern detritus. None of the targets
inspected during the diver survey was considered to be
of archaeological or historical significance. No further investigation is
considered necessary.
12.7.2
Impact Assessment for Marine Archaeology
12.7.2.1
The diver survey results show that none of the
targets was considered to be of archaeological or
historical significance and no further investigations are required. Therefore, no impact on marine archaeology is anticipated from the
construction and operation of the Project.
12.7.2.2
Following the geophysical and
diver surveys, adjustments to the Project boundary have resulted in minor data
gaps and one uninvestigated anomaly. Given that the
areas with data gaps and the uninvestigated anomaly
are located at least approximately 225m outside the marine works boundary of
the Project, no marine archaeological impact is anticipated. Nevertheless,
as a precautionary measure, it is recommended to designate these locations as
archaeological exclusion zones (AEZs) during the marine works of the Project.
The aim of an AEZ is to exclude activities that disturb the seabed within the
exclusion zone, thereby protecting potential archaeological assets from
accidental damage. This will ensure no impact on the seabed in these locations
from anchoring of work vessels during the marine works of the Project. The AEZs shall
comprise the gaps with no Project-specific or previous geophysical survey
coverage: a strip c. 50-75m wide along the eastern edge of the 300m assessment
area of TKO 132, the northern part of the Fat Tong Chau gap and eastern part of
the Tit Tam Chau gap. An anomaly-specific AEZ is recommended to be placed around
SSS anomaly B1-SC004 (a scatter) in a form of a circle of 15m radius centred on
the anomaly. Details of the
proposed AEZs are provided in Appendix 12.4. The
extent of the AEZs is illustrated in Figure
12.13.
12.7.3
Mitigation Measures for Marine Archaeology
12.7.3.1
As no impact on marine archaeology is anticipated from
the Project, no mitigation measures are required. Nevertheless, as mentioned in Section 12.7.2.2, AEZs
are recommended as a precautionary
measure during the marine works of the Project, to ensure no
impact on the seabed from anchoring of work vessels during the marine works of
the Project in the areas with data gaps and
the uninvestigated anomaly.
12.7.4
Environmental Monitoring and Audit for Marine Archaeology
12.7.4.1
As no impact on marine
archaeology would be
anticipated from the Project during both the
construction and operational phases, no mitigation measures
have been recommended. Nevertheless, as
a precautionary measure, it has been recommended to designate the areas with
data gaps and the uninvestigated anomaly as exclusion
zones during the marine works of the Project to ensure no impact on the seabed
in these locations.
12.8
Conclusion
12.8.1
Built Heritage Impact
Assessment
12.8.1.1
No declared monument, proposed
monument, graded historic building or government historic sites were identified
within the Project boundary of TKO 137 or TKO 132.
12.8.1.2
Fortifications at Devils Peak
(grade 2 historic building, HB463) and Old Quarry Site Structures, Lei Yue Mun
(grade 3 historic building, HBN86) were identified within the 300m assessment area but outside the Project
boundary of
TKO 132.
Meanwhile, four (4) other
identified items are located within the 300m assessment area but outside the Project
boundary of
TKO 132.
12.8.1.3
No adverse impact is anticipated on Fortifications at Devils Peak (grade 2 historic building, HB463)
or Old Quarry Site Structures, Lei Yue Mun (grade 3
historic building, HBN86), as well as the four other identified items in
concern. As a result, no mitigation
measure is required for built heritage and other identified items.
12.8.2
Archaeological
Impact Assessment
12.8.2.1
There is one (1) declared monument, namely Site of
Chinese Customs Station, Fat Tau Chau (DM18) located outside the Project
boundary but within the 300m assessment area of TKO 137. Also, three (3) Sites of Archaeological
Interest (SAIs) are located outside the Project boundary but within the 300m
assessment area of TKO 137. These SAIs
include Fat Tau Chau SAI (SAI184), Fat Tau Chau House Ruin SAI (SAI185), and
Fat Tau Chau Qing Dynasty Gravestone SAI (SAI186). On the other hand, there is no SAI located within
the Project boundary or the 300m assessment area of TKO 132.
12.8.2.2
The coastal lowlands at the Fat
Tau Chau SAI, located to the northwest of the island but outside the Project
boundary of TKO 137, may hold archaeological potential for having
environment settings that are favourable to prehistoric settlements. For areas of Fat Tau Chau within the
Project boundary of TKO 137, this AIA reviewed the area to have low
archaeological potential (Sections 12.6.3.6 to 12.6.3.9 refer) based on desktop review (Sections 12.3.1.6 to 12.3.1.9 refer) while site visits dated 25th January and 24th July 2024 were
hindered by lack of safe access and thick vegetation coverage over the steep
slopes. However, while it is unlikely to
have any prominent
and noticeable
remains located within the Project boundary of TKO 137, it is not possible to
confirm whether archaeological remains or features of the Fat Tau Chau Customs
Station and other facilities below ground would exist within the Project
boundary of TKO 137 at the time of the writing of this report.
12.8.2.3
Since no declared monument and
SAI within the Project boundary of TKO 137 and TKO 132, no direct impact on
them is anticipated during the construction phase or operational phase.
12.8.2.4
Also, no works under this
Project are in close proximity to the Site of Chinese
Customs Station, Fat Tau Chau (DM18), Fat Tau Chau SAI (SAI184) and Fat Tau
Chau Qing Dynasty Gravestone SAI (SAI186), no impact is anticipated on these
three heritage sites during construction phase or operational phase. Hence no mitigation measure is required.
12.8.2.5
For the areas within the Project boundary of TKO 132,
they are considered to have no terrestrial archaeological potential based on
both desktop review and site visits results.
Therefore, no direct impact is anticipated on terrestrial archaeology during
the construction phase.
12.8.2.6
For the areas within the Project boundary of TKO 137, they
possess low terrestrial archaeological potential. Due to the importance
of Fat Tau Chau in relation to the history of Customs Station, but the detailed
design on the proposed development within the Project boundary of TKO 137 on
Fat Tau Chau has not been available, the extent of impact to the areas of low
archaeological potential could not be assessed.
To ensure the preservation of archaeological heritage within the Project boundary of TKO 137 on Fat Tau Chau, this AIA would consider there would possibly be potential impact from the
archaeological preservation perspective.
12.8.2.7
To ensure that no archaeological resources related to the Customs Station
or other facilities on Fat Tau Chau would be affected by the Project, an Archaeological Impact Assessment
should be undertaken during the detailed design phase when the details of the
proposed works on Fat Tau Chau are available.
This Archaeological Impact Assessment
at the detailed design phase shall assess the archaeological potential
concerning the
existence of
remains
or features in
relation to the Customs Stations or other facilities
within the Project boundary of TKO 137 on Fat Tau Chau, particularly in areas that would be affected by the proposed works. Based on the details and extent of proposed
works to be carried out on Fat Tau Chau, the
Archaeological Impact Assessment
at
the detailed design phase would propose appropriate
measures,
if any impact on archaeological heritage is identified, for consideration and
agreement by AMO. The Archaeological Impact Assessment
at the detailed design phase shall be conducted by an archaeologist. It shall incorporate desktop information,
site inspection results and recommendation of
appropriate mitigation measures, namely change of work design,
preservation of archaeological heritage in-situ, preservation by
relocation, archaeological survey cum excavation or rescue excavation, archaeological watching brief or preservation
by record subject
to the level of potential impacts to be confirmed in the Archaeological Impact
Assessment at detailed design phase upon availability of the details and extent
of the proposed works to be carried out on Fat Tau Chau, as necessary for consideration and agreement by AMO. This Archaeological
Impact Assessment at the detailed design phase should be conducted by the project
proponent. In
the light of the above
considerations, no adverse impact would be
anticipated with mitigation measures agreed by AMO and implemented
to the satisfaction of AMO to ensure preservation of
the archaeological
heritage within the Project boundary of TKO 137 on Fat
Tau Chau.
12.8.2.8
Furthermore, if antiquities or
supposed antiquities under the Antiquities and Monuments Ordinance (Cap. 53)
are discovered
during the construction works within the Project
boundary of TKO 137 and TKO 132, the project proponent
is required to inform AMO immediately for discussion of appropriate mitigation
measures to be agreed by AMO before implementation by the project proponent to
the satisfaction of AMO.
12.8.2.9
In addition, Fat Tau Chau House
Ruin SAI (SAI185) is
an above-ground structures situated in
close proximity to the Project boundary of TKO
137. While no direct impact is
anticipated to the site, indirect impacts of ground borne vibration, tilting
and settlement would be anticipated for during the construction phase, subject to
the details of the construction works of future development in the proximity.
12.8.2.10
Condition and structural survey
should be carried out for Fat Tau Chau House Ruin SAI (SAI185) both before and
after all construction works to inspect its physical condition and structural
integrity. The baseline vibration review shall determine whether
monitoring of ground-borne vibration, tilting, and ground settlement is
necessary during construction phase. Also, a buffer zone shall be set up for Fat Tau Chau House Ruin SAI
(SAI185)
during the proposed construction works to separate the
works areas from the structure. No works
shall be allowed within the protective zone.
No worker or any construction related equipment(s) and material(s) should
trespass the protective zone. Meanwhile, Air Pollution Control (Construction Dust) Regulation shall be
followed. Dust suppression measures and
good site practice should be observed by the project proponent during the
construction phase in order to avoid dust accumulation on Fat Tau Chau House Ruin SAI (SAI185).
12.8.3
Marine Archaeological
Investigation
12.8.3.1
A Marine Archaeological
Investigation (MAI) has been conducted for the Project. The baseline
conditions have been established by reviewing the previous geophysical surveys
and MAI studies, available archaeological and historical sources. The baseline review shows that
while the Project would be undertaken in an area with high marine
archaeological potential due to the considerable maritime activity in the past,
the area has undergone significant modification in the more recent time due to
land reclamation, dredging and construction activities that might have a
significant negative effect on any marine archaeological resources, if present.
The previous MAIs have also highlighted that the chance of finding
well-preserved archaeological material on the seabed has been reduced due to
the extensive seabed disturbance within Junk Bay caused by activities such as
anchoring and construction.
12.8.3.2
The marine archaeological
assessment of project-specific geophysical survey data identified a total of 57
anomalies, comprising 38 sidescan
sonar and 19 magnetic contacts, for further inspection
by diver survey. The diver survey results show that none of the targets were considered to be of archaeological or historical
significance, and no further investigations are required. No impact on marine
archaeology is anticipated from the Project during both the construction and
operational phases. Therefore, no mitigation measures are required.
12.8.3.3
Following the geophysical and
diver surveys, adjustments to the Project boundary have resulted in minor data
gaps and one uninvestigated anomaly. Given that the
areas with data gaps and the uninvestigated anomaly
are located at least approximately 225m outside the marine works boundary of
the Project, no marine archaeological impact is anticipated. Nevertheless, as a precautionary measure, it
is recommended to designate these
locations as AEZs during the marine works of the Project to ensure no impact on
the seabed from anchoring of work vessels during the marine works of the Project in these locations.
Aerial Photo
Survey and Mapping Office. 1945. Digital
Aerial Photo. 20000(ft). 681_6-4037. Survey and Mapping Office, Lands
Department.
Survey
and Mapping Office. 1954. Digital Aerial Photo. 20000(ft) V81A_545-0067.
Survey and Mapping Office, Lands Department.
Survey and Mapping Office. 1988. Digital
Aerial Photo. 4000(ft). A14401. Survey and Mapping Office, Lands Department
Survey and Mapping Office. 1991. Digital
Aerial Photo. 10000(ft). A26527. Survey and Mapping Office, Lands
Department.
Survey and Mapping Office. 1992. Digital
Aerial Photo. 10000(ft). A33158. Survey and Mapping Office, Lands
Department.
Survey and Mapping Office. 1993. Digital
Aerial Photo. 10000(ft). CN4018. Survey and Mapping Office, Lands
Department.
Survey and Mapping Office. 1997. Digital
Aerial Photo. 10000(ft). CN8629. Survey and Mapping Office, Lands
Department
Survey and Mapping Office. 1998. Digital
Aerial Photo. 2500(ft). CN2091. Survey and Mapping Office, Lands Department
Survey and Mapping Office. 2014. Digital
Aerial Photo. 8000(ft). CW106610. Survey and Mapping Office, Lands
Department
Survey and Mapping Office. 2019. Digital
Aerial Photo. 6900(ft). E079543N. Survey and Mapping Office, Lands
Department
Survey and Mapping Office. Digital Orthophoto DOP1000-1963. T12-SW-11A. Survey and Mapping Office, Lands Department.
Survey and Mapping Office. Digital Orthophoto DOP1000-1982. T12-SW-11A. Survey and Mapping Office, Lands Department.
Survey and Mapping Office. 2005.
Digital Orthophoto. Survey and Mapping Office, Lands Department. Retrieved
from https://ginfo.cedd.gov.hk/3DGInfo/index.html
Books
Au, C. K.; Chan, W. S. and Ho, W. C.
(2009). Hong Kong Customs A Centenary History. Hong Kong: Customs and
Excise Department.
Empson, H. (1992). Mapping Hong Kong:
A Historical Atlas. Hong Kong: Government Information Services.
Kwong, C. M. and Tsoi, Y. L. (2014). Eastern
Fortress - A Military History of Hong Kong, 18401970. Hong Kong: Hong Kong
University Press.
Lui, A. Y.-C. (ed.) (1990). Forts and
Pirates - a history of Hong Kong.
Hong Kong: Hong Kong History Society.
Sewell, R.J.; Tang, L.T. and Shaw, R.
(2009). Hong Kong Geology A 400-million year
journey. Hong Kong: Geotechnical Engineering Office, Civil Engineering and
Development Department.
Toyo Keizai Inc. (1944). Hong Kong
under military rule: the core of the new Greater East Asia. Hong Kong: Hong
Kong Toyo Keizai.
朱晉德與陳式立(2016)。《礦世鉅著 香港礦業史。》。香港︰地球知源。
何佩然(2018)。《班門子弟:香港三行工人與工會》。香港︰三聯書店(香港)有限公司。
政府新聞處(1997)。《香港1997年: 1996年的回顧》。香港:政府印務局。
周佳榮(2017)。《香港通史︰遠古至清代》。香港︰三聯書店(香港)有限公司。
香港地方志中心(2023)。《香港志:自然‧自然資源與生態》。香港:中華書局(香港)有限公司。
馬木池、張兆和、黃永豪、廖迪生、劉義章與蔡志祥(2011)。《西貢歷史與風物》。香港:西貢區議會。
商志𩡝 、吳偉鴻 (2010) 。《香港考古學叙研》。北京:文物出版社。
郭棐(2014)。《粵大記(上下冊)》。廣州︰廣東人民出版社。
陳國豪與黃柔柔(2019)。《線下導賞:屢見仍鮮的香港古蹟》。香港︰明窗出版社。
黃佩佳(著)、沈思(編) (2016)。新界風土名勝大觀。香港商務印書館(香港)有限公司。
劉智鵬、劉蜀永 (編) (2020) 。《方志中的古代香港- 《新安縣志》香港史料選》。香港:三聯書店(香港)有限公司。
劉義章與計超(2015)。《孤島扁舟 : 見證大時代的調景嶺》。香港︰三聯書店香港有限公司。
霍啟昌(2019)。《香港與近代中國︰霍啟昌香港史論》。 香港,三聯書店(香港)有限公司。
蕭國健(2021)《鑑古尋根︰香港歷史與古蹟尋蹤》。香港︰三聯書店(香港)有限公司。
鄺智文(2015)。《重光之路日據香港與太平洋戰爭 》。香港︰天地圖書有限公司。
鄺智文與蔡耀倫(2018)。《東方堡壘︰香港軍事史(1840 1970)》。香港︰中華書局(香港)有限公司。
Historical Documents
Mayers, W. F. (1902). Treaties
Between the Empire of China and Foreign Powers. Shanghai: North-China Hera
Treaty of London (1871).
司馬遷 (c.a. 91BC)。史記 卷一百一十三 南越列傳 第五十三。北京:中華書局 (1959) 。
靳文謨修、鄧文蔚纂 (1688) 。新安縣志。在廣東省地方志辦公室編,廣東歴代方志集成:廣州府部(二六)[康熙]新安縣志 [嘉慶]新安縣志。廣東:嶺南美術出版社。
應檟 (1581)。《蒼梧總督軍門志》。
Journal
Lai, L. W. C., Ho, D. C. W., & Yung,
P. (2007). Survey of the Pottinger Battery. Journal of the Royal Asiatic
Society Hong Kong Branch, 47, 91114.
香港古物古蹟辦事處(2007)《香港佛頭州遺址2004年考古調查簡報》。《華夏考古》第4期,頁35-41。
馬光(2009)。〈晚清珠三角地區鴉片貿易、走私與緝私〉。《澳門研究》,55,127-143。
陳新文(2003)。〈「封鎖香港」問題研究(18681886)〉。《近代史研究》,1,167-185。
Maps
Commander W.U. Moore et al. Hong Kong
Waters East. [Map] I inch:350 yards. London: Admiralty (No.3279), 1903.
Lands Department (n.d.). Antiquities
& Monuments Ordinance (CAP.53) Plan of Old Chinese Customs Station On Fat Tau Chau (Junk Island Deposited in the District Land
Office, Sai Kung, Under SEC. 3(4) Serial No. NTM 22. Retrieved from https://www.amo.gov.hk/filemanager/amo/common/form/plan/plan_18.pdf
Ordinance Survey Office. (1904). Kowloon
and Part of New Territories. Sheet 3. Devils Peak (Map No. 99(3)).
Survey and Mapping Office, Lands
Department. (1971). Topographic Map in 1971 [map]. 1:4800. Sheet G5. Survey and
Mapping Office, Lands Department.
Survey and Mapping Office, Lands
Department. (1989). Topographic Map in 1989 [map]. 1:1,000. 12-SW-11B. Survey
and Mapping Office, Lands Department.
Survey and Mapping Office, Lands
Department. (1994). Topographic Map in 1994 [map]. 1:1,000. 12-SW-6D. Survey
and Mapping Office, Lands Department.
Survey and Mapping Office, Lands
Department. (1996). Topographic Map in 1996 [map]. 1:1,000. 12-SW-11B. Survey
and Mapping Office, Lands Department.
Survey and Mapping Office, Lands
Department. (1996). Topographic Map in 1996 [map]. 1:1,000. 12-SW-6D. Survey
and Mapping Office, Lands Department.
Survey and Mapping Office, Lands
Department. (1998). Topographic Map in 1998 [map]. 1:1,000. 12-SW-6D. Survey
and Mapping Office, Lands Department.
Volonteri, S. & Brockhaus, F. A. (1866). Map of the San-On District,
(Kwangtung Province) drawn from actual observations made by an Italian
Missionary of the Propaganda in the course of his professional labors during a
period of four years : being the first and only map hitherto published, May
1866 = Xin'an Xian quan tu Retrieved May 2, 2024, from http://nla.gov.au/nla.obj-231220841.
Newspapers
一英軍在香港 發現綠玉鑛(1955年8月30日)。工商晚報﹐第一頁。
生產建築石材蓋樓房 打石工人冇樓住(1969年4月21日)。大公報﹐第一張第四版。
斧頭洲古村須遷離(1991年6月8日)。華僑日報﹐第六頁。
哈理斯昨否認發現金砂 鬼仔山綠玉礦停工(1957年7月6日)。工商晚報﹐第四頁。
Reports
Antiquities and Monuments Office. (1985). Report of the Hong Kong
Archaeological Survey. Hong Kong: Hong Kong Government.
Civil Engineering and Development Department. (2005). Further
Development of Tseung Kwan O Feasibility Study (Agreement No. CE87/2001
(CE)). 13 Impact on Cultural Heritage.
Retrieved from https://www.epd.gov.hk/eia/register/report/eiareport/eia_1112005/index.htm.
Civil Engineering
and Development Department. (2013). Cross Bay Link, Tseung Kwan O (Agreement
No. CE43/2008 (HY)). 12 Cultural
Heritage Impact. Retrieved from https://www.epd.gov.hk/eia/register/report/eiareport/eia_2092013/
Civil Engineering and Development Department. (2013). Tseung Kwan
O Lam Tin Tunnel and Associated Works (Agreement No. CE42/2008 (CE)). 9 Impact on Cultural Heritage. Retrieved from https://www.epd.gov.hk/eia/register/report/eiareport/eia_2102013/index.htm.
Civil Engineering and Development Department. Working Paper on
Terrestrial Archaeological Review and Marine Archaeological Investigation
(Final) (Agreement No. CE42/2008 (CE)). Civil Engineering and Development
Department.
Hong Kong Offshore Wind Limited. (2009).
Hong Kong Offshore Wind Farm in Southeastern Waters. 9 Cultural Heritage. Retrieved from https://www.epd.gov.hk/eia/register/report/eiareport/eia_1672009/index.html.
Sino Hong Kong Archaeological Workshop. (1999). The 1998
Archaeological Survey in West Coast Road Area, Tseung Kwan O. Hong Kong:
Antiquities and Monuments Office.
Solomon Bard. (2005). Archaeological Survey at Fat Tong Chau,
Phase I (SKFTC2004/I). Hong Kong: Antiquities and Monuments Office.
Poon, S. W. and Ma, K. Y. (2012). Report on the History of
Quarrying in Hong Kong 1840-1940. Hong Kong: Lord Wilson Heritage Trust.
Retrieved from https://www.lordwilson-heritagetrust.org.hk/filemanager/archive/project_doc/10-194/PDF1.pdf.
Websites
Antiquities Advisory Board. (2010).
Historic Building Appraisal Fortifications at Devils Peak. Retrieved from https://www.aab.gov.hk/filemanager/aab/common/historicbuilding/en/463_Appraisal_En.pdf.
Antiquities Advisory Board. (2010).
Historic Building Appraisal Old Quarry Sites Structures. Retrieved from https://www.aab.gov.hk/filemanager/aab/common/historicbuilding/en/N86_Appraisal_En.pdf.
Antiquities Advisory Board. List of New
Items for Grading Assessment with Assessment Results (as at
12 September 2024). Retrieved from https://www.aab.gov.hk/filemanager/aab/en/content_29/list_new_items_assessed.pdf.
Antiquities Advisory Board. List of the
1,444 Historic Buildings with Assessment Results (as at
10 October 2024). Retrieved from https://www.aab.gov.hk/filemanager/aab/en/content_29/AAB-SM-chi.pdf.
Antiquities and Monuments Office (n.d.).
Site of Chinese Customs Station, Junk Island, Sai Kung. Retrieved from https://www.amo.gov.hk/en/historic-buildings/monuments/new-territories/monuments_18/index.html.
Antiquities and Monuments Office. List of Sites of Archaeological Interest in
Hong Kong (as at Nov 2012). Retrieved from https://www.amo.gov.hk/filemanager/amo/common/form/list_archaeolog_site_eng.pdf.
Antiquities and Monuments Office. List
of Declared Monuments and Proposed Monuments (as at 20
October 2024). Retrieved from https://www.amo.gov.hk/filemanager/amo/common/form/List%20of%20Declared%20Monuments%20and%20Proposed%20Monuments.pdf.
Antiquities and Monuments Office.
Government Historic Sites Identified by AMO (as at May
2022). Retrieved from https://www.amo.gov.hk/filemanager/amo/common/form/build_hia_government_historic_sites.pdf.
Civil Engineering and Development
Department (2022). Information Note 06/2022 Disused Tunnels. Retrieved from https://www.cedd.gov.hk/filemanager/eng/content_454/IN_2022_06E.pdf
Civil Engineering and Development
Department (n.d.). E1 Tseung Kwan O New Town. Retrieved from https://www.cedd.gov.hk/eng/about-us/achievements/land/regional-development/e1-tseung-kwan-o-new-town/index.html
Planning Department (n.d.). Pamphlets on
Planning for New Towns / New Development Areas Tseung Kwan O. Retrieved from
https://www.pland.gov.hk/pland_en/outreach/educational/NTpamphlets/2019/pdf/nt_tko_en.pdf.
Environmental Protection Department
(2011). Guidance Notes on Assessment of Impact on Sites of Cultural Heritage
in Environmental Impact Assessment Studies. Environmental Protection
Department website. Retrieved from https://www.epd.gov.hk/eia/english/guid/cultural/basis.html.
Environmental Protection Department. Annex
10: Criteria For Evaluating Landscape And Visual
Impact, And Impact On Sites Of Cultural Heritage. Retrieved from https://www.epd.gov.hk/eia/english/legis/memorandum/annex10.html.
Environmental Protection Department. Annex
19: Guidelines For Assessment Of Impact On Sites Of
Cultural Heritage And Other Impacts. Retrieved from https://www.epd.gov.hk/eia/english/legis/memorandum/annex19.html.
Fill Management Division CEDD. 2019.
Marine Fill Resources and Sediment Disposal Areas (as at
18 Dec 2021). Retrieved from https://www.cedd.gov.hk/eng/public-services-forms/fill-management/marine/marine-fill/index.html.
Geotechnical Engineering Office, Civil Engineering and
Development Department. Geotechnical Information Infrastructure. Slope
Gradient LiDAR. Retrieved from https://ginfo.cedd.gov.hk/3DGInfo/index.html.
Hong Kong e-Legislation. Cap. 499 Environmental
Impact Assessment Ordinance. Retrieved from https://www.elegislation.gov.hk/hk/cap499?xpid=ID_1438403274391_002.
Hong Kong
e-Legislation. Cap. 53 Antiquities and Monuments Ordinance. Retrieved from https://www.elegislation.gov.hk/hk/cap53.