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1
Environment Impact Assessment
For
Jiangxi Shangrao Sanqingshan Airport
Beijing Guohuantiandi Environmental Technology
Development Center. Ltd.
Oct. 2012
E4056 V2
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Content
ENVIRONMENT IMPACT ASSESSMENT........................................................................................ 1
1. OVERVIEW ....................................................................................................................................... 1
1.1 PROJECT ORIGIN .............................................................................................................................. 1
1.2 PREPARATION BASIS ........................................................................................................................ 5
1.3 GUIDELINES AND OBJECTIVES OF ENVIRONMENT IMPACT ASSESSMENT ......................................... 9
1.4 ASSESSMENT GRADE ....................................................................................................................... 9
1.5 SCOPE OF ASSESSMENT ................................................................................................................. 15
1.6 ASSESSMENT STANDARDS ............................................................................................................. 19
1.7 ENVIRONMENTAL PROTECTION TARGETS ...................................................................................... 26
1.8 ASSESSMENT PRIORITY ................................................................................................................. 38
1.9 ASSESSMENT PERIOD..................................................................................................................... 38
2 PROJECT OVERVIEW ................................................................................................................... 39
2.1 PROJECT GOAL .............................................................................................................................. 39
2.2 PROJECT DESCRIPTION .................................................................................................................. 39
2.3 FORECAST OF AVIATION VOLUME AND TRAFFIC VOLUME OF AIRPORT........................................... 40
2.4 AMOUNT OF LAND REQUISITION AND RELOCATION ....................................................................... 41
2.5 CONSTRUCTION PLAN .................................................................................................................... 42
3. REGIONAL ENVIRONMENTAL SUMMARY AND INVESTIGATION AND
EVALUATION OF ENVIRONMENTAL QUALITY STATUS ..................................................... 44
3.1 REGIONAL ENVIRONMENTAL SUMMARY ....................................................................................... 44
3.2 SOCIAL ENVIRONMENTAL CHARACTERISTICS ............................................................................... 51
3.3 REGIONAL ENVIRONMENTAL QUALITY SURVEY AND EVALUATION ............................................. 55
3.4 DUE DILIGENCE REVIEW ............................................................................................................... 79
3.5 CITY, TRAFFIC AND ECONOMIC DEVELOPMENT PLANNING .......................................................... 83
4.ENVIRONMENTAL IMPACT ANALYSIS AND MITIGATION MEASURES ....................... 87
4.1ACOUSTIC ENVIRONMENT IMPACT ANALYSIS AND MITIGATION MEARSURES ............................... 87
4.2 ANALYSIS OF ECOLOGICAL IMPACT AND MITIGATION MEASRUES ............................................. 118
4.3 IMPACT ANALYSIS OF AMBIENT AIR AND MITIGATION MEASURES ............................................ 149
4.4 IMPACT ANALYSIS OF SURFACE WATER ENVIRONMENT AND MITIGATION MEASURES ............... 155
4.5 IMPACT ANALYSIS OF UNDERGROUND WATER ENVIRONMENT .................................................. 166
4.6 IMPACT ANALYSIS OF SOLID WASTES ENVIRONMENT ................................................................ 175
4.7 IMPACT ANALYSIS OF ENVIRONMENTAL RISK ............................................................................. 178
4.8 IMPACT ANALYSIS OF ELECTROMAGNETIC RADIATION ............................................................... 194
4.9 OCCUPATIONAL HEALTH AND SAFETY ........................................................................................ 209
4.10 SOCIAL IMPACT ANALYSIS ........................................................................................................ 213
4.11 CONSTRUCTION CAMP IMPACT AND MANAGEMENT MEASURES ................................................. 224
4.12 IMPACT ANALYSIS AND MEASURES OF RURAL ROAD RECONSTRUCTION .................................... 227
2
5.ALTERNATIVE ANALYSIS ......................................................................................................... 231
5.1 COMPARISON OF IMPLEMENTATION AND NON-IMPLEMENTATION SCHEME ................................... 231
5.2 SITE SELECTION BASIS FOR AIRPORT .......................................................................................... 234
5.3 COMPARISON OF SEWAGE TREATMENT METHODS ......................................................................... 238
5.4 COMPARISON OF MOTOR VEHICLE FUEL ....................................................................................... 239
5.5 COMPARISON OF SUSTAINABLE DRAINAGE SCHEMES ................................................................. 239
5.6 COMPARISON OF RUNWAY LAYOUT SCHEME .............................................................................. 241
6. ENVIRONMENTAL MANAGEMENT PLAN ........................................................................... 243
6.1 ENVIRONMENTAL MANAGEMENT OBJECTIVE ............................................................................. 243
6.2 ENVIRONMENTAL MANAGEMENT MECHANISM ............................................................................ 243
6.3 ENVIRONMENTAL MANAGEMENT PROCEDURES .......................................................................... 248
6.4 INSTITUTION STRENGTHENING .................................................................................................... 282
6.5 MONITORING PLAN ...................................................................................................................... 285
6.6 REPORTING MECHANISM ............................................................................................................. 293
6.7 PUBLIC STATEMENT MECHANISM ................................................................................................ 294
6.8 GREEN AIRPORT DESIGN AND CLEAN DEVELOPMENT MECHANISM .............................................. 295
6.9 EMERGENCY PLAN....................................................................................................................... 303
6.10 PUNISHMENT MECHANISM ......................................................................................................... 305
6.11 ESTIMATION OF ENVIRONMENTAL PROTECTION COSTS .............................................................. 306
7. PUBLIC CONSULTATION AND INFORMATION DISCLOSURE ........................................ 307
7.1 METHODS OF PUBLIC CONSULTATION AND INFORMATION DISCLOSURE ........................................ 307
7.2 PUBLIC CONSULTATION ................................................................................................................ 307
7.3 INFORMATION DISCLOSURE ......................................................................................................... 312
7.4 SUMMARY OF PUBLIC CONSULTATION AND INFORMATION DISCLOSURE ....................................... 314
7.5 PUBLIC CONSULTATION ON FARM IRRIGATION COMPENSATION/ALTERNATIVE SCHEME .............. 315
8 CONCLUSIONS AND SUGGESTIONS ....................................................................................... 320
8.1 MAIN CONCLUSIONS .................................................................................................................... 320
8.2 MAIN SUGGESTIONS .................................................................................................................... 320
ANNEX I SAMPLE LIST OF PUBLIC CONSULTATION(THE FIRST TIME) ................ 322
ANNEX II SAMPLE LIST OF PUBLIC CONSULTATION (THE SECOND TIME) .......... 324
ANNEX III: DERIVATION OF RELATIONS BETWEEN LWECPN AND LDN ............................. 327
ANNEX IV EVALUATION STANDARD FOR GREEN BUILDING ........................................ 330
1
1. Overview
1.1 Project Origin
Located in the northeastern part of Jiangxi Province, Shangrao City adjoins
Quzhou City of Zhejiang Province in east and Huangshan City of Anhui Province in
north and borders Fujian, Zhejiang, Jiangxi and Anhui provinces. Shangrao City is
rich in water recourses, mineral and tourism resources. The tourism resources mainly
include the World Natural Heritage Sanqing Mountain, World Geopark Guifeng and
China’s most beautiful countryside Wuyuan Village. In recent years, Shangrao City
has gradually formed an economic system with the specialty agriculture, mineral
resources development and tourism taking the lead, and with non-ferrous metal, new
energy, electromechanical optical and new construction materials becoming four
leading industries. Faster local economic and social development, and increasingly
growing foreign exchanges and cooperation demand more convenient and efficient
transportation conditions, Shangrao City has basically formed a transportation system
of road, railway and waterway, while the air transport is still blank. Meaning of
constructing Shangrao Airport:
1.1.1 Construction of Shangrao Airport is urgent demand for sustainable development
of Eastern Jiangxi Province
As the east door of Jiangxi, Jiangxi Provincial Committee Party and provincial
government take Shangrao City as one of four key cities of Jiangxi and determine it as
the regional center city to bridgehead to connect Yangtze Delta Area with strong
radiation function. For recently, with further deepening of reform opening, Shangrao
City become the golden land for development of trade and circulation because it is the
preferred area and industrial transfer area as well as the important transit point of
Yangtze Delta Area and Min Delta Area with convenient logistics and transportation.
Only in 2010, Shangrao directly used the foreign capital of USD 500,000,000 yuan.
Shangrao is located at the junction of Jiangxi, Zhejiang, Fujian and Anhui
Province, which is the important line of communications. With the Shangrao City as
the center, within the scope of 100km around, referring to 15 counties (cities, regions)
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including Shangrao City, Yingtan City and Guixi City of Jiangxi Province as well as
Zhejiang, Fujian. The total population exceeds 6.5 million, the GDP exceeds 60
billion yuan. That the economical cooperation zone of Fujian, Zhejiang, Jiangxi and
Anhui Provinces as well as the nine cities set up contact office in Shangrao is because
Shangrao City has superior regional location, which is the economic leader and
communication hub of the four provinces and nine cities. Construction of Shangrao
Airport can drive the common development of the four provinces and nine cities, thus
to be beneficial to development of economic society in the region and configuration
of resource optimization as well as the perfection of regional economy and urban
function.
Therefore, construction of Shangrao Airport is beneficial to exterior opening up
further and to promotion of the exterior economic cooperation and communication to
push the development of social economy of the region, thus to drive the overall
sustainable development of social economy of the whole Eastern Jiangxi Province.
1.1.2 Construction of Shangrao Airport is demand for perfection of local
comprehensive traffic system
Shangrao City is located in the northeast part of Jiangxi Province with Zhejiang
to the east, Anhui to the west and Fujian to the south. It is a very important
geographical position, known as the thoroughfare of eight provinces and Yu Zhang
first portal. Within its territory, there are Anhui-Jiangxi, Zhejiang-Jiangxi, Hengnan
and Jiujingqu railway, Shanghai-Kunming, Jingwuchang (yellow) and are
Shanghai-Wuhan Highway under early stage, 320 national road and 206 national road,
one from south to north and the other from east to west. The location advantage of
Tongqun area has become increasingly prominent.
For recent years, with the overall and rapid development of economy and society
of Shangrao City, especial the objective of constructing Shangrao to the regional
center city of four provinces boundary has put forward the higher requirement for
construction of traffic network for each industry of Shangrao.
Single ground transportation has great limitations on the city's comprehensive
development, especially the highway, due to road condition, line and time, the factors
3
are more if the accessible region is farer and inconvenient. understanding farther get
restrict an element more, more and more convenient. Construction of Shangrao
Airport to open air route is a convenient way for perfection of traffic system. With the
air passage opened, the traffic system of Shangrao has two transportation methods of
ground and air. The ground transportation plays its advantages of large quantity and
the air transportation is convenient, safe and fast. Both methods supplement each
other to promote the rapid and sustainable development of economy of Eastern
Jiangxi Province jointly.
1.1.3 Construction of Shangrao Airport is need for development of rich tourism
resources
Shangrao has paid high attention to development of tourism to position the
tourism as the new growth point and urban support industry. It put forward the
strategic position of All Accessible and Tourism First to plan at high level, promote at
high grade, construct from high starting point, protect with high standard and
publicize at high intensity, thus to bring new prospect for the tourism of the whole city.
According to the Outlines of Twelfth Five-year Plan for National Economy and Social
Development of Shangrao City, try to realize the objective of receiving domestic and
overseas tourists with the annual increase over 15% and total income of tourism with
annual increase over 25%. At the end of Twelfth Five-year Plan, try to realize the
objective of receiving domestic and overseas tourists over 30000000 person-time,
50000000 person-time the better. Among them, overseas tourists exceed 300000
person-time; total income of tourism exceeds 30 billion yuan, occupying over 15% of
output value of the whole city to basically complete the transformation and upgrading
of tourism and form the perfect tourism system, thus to enable Shangrao City to
become the strong city of tourism all over the country.
Shangrao is rich in tourism resources. For recent years, red tourism lines
including Shangrao concentration camp, Fang Zhimin martyr revolutionary base,
Dieshan Academy as well as Sanqingshan, Guifeng, Wuyuan, million years fairy cave,
Dexing copper city, Baishazhou of Poyang Lake, Gexian mountain of Lead mountain,
Huanggang mountain, goose lake academy, Guangfeng Tongba Mountain and Dexing
4
Wufengdong stir the fever. Shangrao City has joined the Yangtze River Delta 15+1
Tourism Economic Cooperation System to construct the barrier-free tourism zone in
East China. In 2010, the city received total domestic tourists of 19756000 person-time
and overseas tourists 112000 to make tourism earnings of USD 37600000. Shangrao
tourism is developing vigorously, the objective of creating the China Excellent
Tourism City is being advanced steadily and the tourism investment promotion work
is progressing smoothly. The reputation of Shangrao tourism is gradually improved to
the nation and even the whole world.
Shangrao is located in motherland inland, lack of air transportation and
limitations on single ground transportation limitations enable the region's tourism to
stay in the early stages of development, main source of tourism is limited in the
province and the surrounding areas. Construction of Shangrao Airport, China's main
body of access to air travel network, construction of the new accord with the
development of tourism industry multiple levels of traffic system, make East Jiangxi
tourism resources information and fly away, and vigorously promote tourism product
publicity and marketing, to attract more visitors, in favor of the local tourist resources
to obtain the reasonable development and utilization, for the region's tourism industry
to grow, become local economy to develop new pillar industry.
Construction of Shangrao Airport will be beneficial to development of tourism
resources and improvement of overall traffic environment as well as integration of
regional tourism resources to promote early formation of tourism belt and tourism
economic circle of Jiangxi, Anhui, Zhejiang and Fujian, thus to form the tourism
cooperation and combination between the regions and promote the overall
development of social economy of Eastern Jiangxi Province.
1.1.4 Construction of Shangrao Airport is demand for perfection of airport layout
At present, Jiangxi Province has constructed Changbei, Jiujiang, Jingdezhen,
Jinggangshan and Ganzhou Airport, Yichun Airport is approved for construction, and
Eastern Jiangxi Province is the blank of civil aviation airport. Construction of
Shangrao Airport complies with Twelfth Five-year Plan for Development of China
Civil Aviation and Twelfth Five-year Plan for Jiangxi Province National Economy and
5
Social Development, which plays an important role in perfection of airport planning
network of Jiangxi Province, development of civil aviation transportation career of
Jiangxi Province and perfection of comprehensive traffic system of Jiangxi Province.
From the historical experience, construction of airport plays an irreplaceable role
in disaster relief and emergency response. In 2008 in southern China area during the
ice disaster, in the 5·12 Wenchuan earthquake and 4.14 Yushu earthquake disaster, air
transport become timely delivery of relief supplies, rescue personnel big channel, in
order to win the victory that fight calamity plays a crucial role. Building of the airport
and opening air channel are of great significance to perfection of regional
comprehensive traffic transportation network, response to emergencies and guarantee
of people’s life and property safety.
From the layout of national defense airport, Shangrao is southeastern coastal
plain strategic depth; construction of Shangrao Airport can serve the national defense
construction in wartime.
To sump up, construction of Shangrao Airport can promote sustainable
development of Eastern Jiangxi Province and social economy of Shangrao City, and
drive development and utilization of tourism resources of Eastern Jiangxi Province, It
plays an important role in perfection of planning layout of civil aviation airport and
perfection of local comprehensive traffic system; it is of great significance to response
to emergencies, disaster rescue and defense readiness. Therefore, construction of
Shangrao Airport is a necessary and urgent task.
1.2 Preparation Basis
1.2.1 Environmental Protection Laws and Regulations
(1) “Law of the People’s Republic of China on Environmental Protection”,
1989.12.26;
(2) “Law of the People's Republic of China on Prevention and Control of Air
Pollution”, 2000.4.29;
(3) “Law of the People's Republic of China on Prevention and Control of Water
Pollution”, 2008.6.1;
6
(4) “Law of the People’s Republic of China on the Prevention and Control of
Environmental Pollution by Solid Wastes”, 2005.4.1;
(5) “Law of the People's Republic of China on Prevention and Control of
Pollution from Environmental Noise”, 1997.3.1;
(6) “Law of the People’s Republic of China on Appraising of Environmental
Impacts”, 2003.9.1;
(7) “Law of the People’s Republic of China on Water and Soil Conservation”,
2011.3.1;
(8) “Law of the People’s Republic of China on Land Administration”, 1999.1.1;
(9) “Law of the People's Republic of China on Cleaner Production Promotion”,
2002.06.29;
(10) “Regulations on the Administration of Construction Project Environmental
Protection” Promulgated by Decree No. 253 of the State Council of the PRC of 1998,
1998.11.29;
(11) ““Categorized Administrative List of. Environmental Impact Assessment for
Construction Projects” implemented on October 1, 2008;
(12) “Approval Regulations on Environmental Impact Evaluation (EIE)
Approvals for Construction Projects”, No. 5 Decree of the Ministry of Environmental
Protection, 2009.3.1
(13) “Views on Strengthening Ecological Protection”, Huanfa [1997] No.785
issued by the SEPA, 1997.11.28;
(14) “Notification on Strengthening Environmental Impact Assessment
Management to Prevent Environmental Risks”, Huanfa [2005] No.152 issued by the
SEPA;
(15) Decisions of the State Council on the Implementation of Scientific
Development Concept to Strengthen Environmental Protection, Guofa [2005] No. 39,
2005.12.3;
(16) “Notification on Strengthening the Administration of Environmental Impact
Assessment for Construction Projects Funded by the Loan from International Finance
Corporations” issued by the State Environmental Protection Administration, the State
7
Planning Commission, Ministry of Finance and People’s Bank of China, 1993, 6;
(17) The “Environmental Protection Administration Methods for Transportation
Construction Projects” [1990] No.17 Decree issued by the Ministry of
Communications in 1990;
(18) “Notification of a Certain Number of Advice on the Implementation of the
Most Stringent Farmland Protection System in the Highway Construction” issued by
the Ministry of Communications on April 6, 2004 in Jiaogong Lufa Decree [2004]
No.164.
1.2.2 Technical Specifications for Environmental Impact Assessment
(1) HJ2.1-2012 “Technical Guidelines for Environmental Impact
Assessment-General Provisions”;
(2) HJ/T2.3-93 “Technical Guidelines for Environmental Impact
Assessment-Surface Water Environment”;
(3) HJ2.4-2009 “Technical Guidelines for Environmental Impact
Assessment-Acoustic Environment”;
(4) HJ610-2011 “Technical Guidelines for Environmental Impact
Assessmen-Ground Water Environment”
(5) HJ2.2-2008 “Technical Guidelines for Environmental Impact
Assessment-Atmospheric Environment “
(6) HJ19-2011 “Technical Guidelines for Environmental Impact
Assessment-Ecological Impact”;
(7) HJ/T87-2002 “Technical Guidelines for Environmental Impact
Assessment-Construction Project of Civil Airport”;
(8) HJ14-1996 “Zoning Principles and Technical Methods for Ambient Air
Quality Function Zones”;
(9) GB/T15190-94 “Technical Zoning Specifications for Urban Environmental
Noise Zones”;
(10) State Environmental Protection Administration February 14, 2006, Huanfa
[2006] No.28, “Interim Measures of Public Participation in the Environmental
Impact Assessment”;
8
(11) GB50433-2008 “Technical Specifications for Water and Solid Conservation
Program of Development and Construction Projects”;
(12) MH/T5105-2007 “Calculation and Prediction of Aircraft Noise
Surrounding Civil Airport”;
(13) GB18218-2009 “Identification of Major Hazard Source of Hazard
Chemicals”;
1.2.3 World Bank Safeguards Policies
(1)OP 4.01:Environmental Assessment
(2)OP 4.12:Involuntary Resettlement
(3)OP 4.11:Physical Cultural Resources
(4)EHS:GENERAL EHS GUIDELINES: INTRODUCTION
(5)EHS:AIRPORTS
(6)EHS:WASTEWATER AND AMBIENT WATER QUALITY
(7)EHS:ELECTRIC POWER TRANSMISSION AND DISTRIBUTION
(8)EHS:WASTE MANAGEMENT
1.2.4 Project Files
(1) “The Feasibility Study of Shangrao Sanqing Mountain Airport Project in
Jiangxi”, China Civil Aviation Airport Construction Group, 2011.12;
(2) Flight Procedure Design Report of Shangrao/Sanqing Mountain Airport
Feasibility Study, Bejing Des Transit Technology and Trade Co., Ltd., 2011.12.
(3) Comprehensive Plan of Shangrao City (2007-2020), People’s Government of
Shangrao City, 2008.10.
(4) Comprehensive Plan of Shangrao County Zunqiao village (2003-2020),
People’s Government of Shangrao County Zunqiao Village, 2003.12.
(5) “Comprehensive Plan of Shangrao County Zhaotou Town (2007-2020)”,
People’s Government of Shangrao County Zhaotou Town, 2008.1.
1.2.5 Project Authorization Notice
“Authorization Notice on Environmental Impact Assessment” by Shangrao
Sanqing Mountain Airport Co., Ltd
9
1.3 Guidelines and Objectives of Environment Impact Assessment
The environmental impact assessment program shall be designed to reflect
pertinence, policy, scientificity and impartiality.
The principles of “coordinating with regional development planning and
environmental protection planning”, “meeting discharge standards”, and “compliance
with environmental functions” shall be highlighted in the process of environmental
impact assessment.
The main purposes of this assessment include:
(1) To identify the environmental background status of the assessed area through
on-site investigation and monitoring;
(2) To analyze the environmental impact factors of the proposed project and to
calculate the strong sources of pollution sources;
(3) To predict the impact extent and scope of aircraft noise on airport
surrounding environment, and to analyze the compatibility of airport construction and
urban construction planning;
(4) To demonstrate the feasibility of pollution prevention measures and analyze
the environmental and economic profit and loss by analog survey and analysis study
according to the engineering characteristics;
(5) In the principles of openness and justice, seek public comments and
suggestions by way of publicity and questionnaires.
1.4 Assessment Grade
1.4.1 Acoustic environment
At present, the airport link road-Airport Avenue line has not been determined,
but the basic direction is fixed, only requiring some partial adjustment. The
environmental impact assessment on airport avenue is included into environmental
management framework. After preliminary site investigation, there are no special
environmental sensitive points such as hospitals and sanatoriums on both sides along
the road within 200m, and the main environmental sensitive points are mainly urban
residential areas. According to the principle related to classification of evaluation
10
grade of Technical Guidelines for Environmental Impact Assessment (Sound
Environment) (HJ2.4-2008), the traffic noise is evaluated as Grade II. Once the line is
determined finally, EIA staff will conduct detailed site survey, once the special
environment sensitive points are found on the two sides along the road 200m range. It
will classify the EIA grade in accordance with the requirements of environmental
management framework.
1.4.2Ambient Air
The pollution sources of ambient air mainly come from the boiler flue gas,
aircraft exhaust, and car exhaust. Aircraft exhaust and car exhaust are fugitive
emissions. The boiler adopts clean energy-natural gas as raw material. Estimating the
pollutant emissions by the emission factors, SO2 emissions is 0.012kg/h and NOx
emissions is 0.118 kg/h, after estimation and calculation, Pmax=6.47%, less than 10%.
Class 1 Ambient Air Quality Functional Zone is not included in the assessment scope,
the environmental quality of the major assessment factors does not approach or
exceed the environmental quality standards, this project does not emit special
pollutants that will do harm to human health or seriously affect ecological
environment. According to “Technical Guidelines for Environmental Impact
Assessment-Atmospheric Environment” (HJ2.2-2008), the Ambient Air of this project
is rated as Grade Three.
1.4.3 Surface water environment
The sewage generated by the project is treated in the site by the sewage treatment
state and recycled completely without discharge. For impact on surface water
environment, carry out the demonstration analysis on sewage without discharge and
the impact of airport construction on the basin water quality as well as the impact on
water for agricultural irrigation.
1.4.4 Ground Water Environment
According to the classification and rating standard of construction projects
classification and assessment grade in “Technical Guidelines for Environmental
Impact Assessment Ground Water Environment” (HJ610-2011), and by taking the
airport engineering characteristics into account, project Ground Water environment
11
impact is rated as Grade Three. Specific assessment basis is show in table 1-4-1.
Table 1-4-1 Table of the Classification Standards for the Work Grade Evaluation of Class I Project
Classification Standards Category/Classification Work Grade
Class I
Anti-pollution Performance of Aeration Zone Medium
Grade Three
Vulnerable to Pollution Characteristics of Aquifer Vulnerable
Degree of Sensitivity of Ground Water
Environment Not sensitive
The Sewage Emission Intensity (m3/d) Low
The Complexity Degree of the Sewage Quality Vulnerable
1.4.5 Terrestrial Ecological Environment
The airport project newly acquired 148.8hm2
of land, the Airport Avenue
acquired 27.8 hm2 of land, supporting pipelines and drainage works do not cover
permanent area of land, the land acquisition aread of the project is less than 2km2 ,
and the project does not involve the ecologically sensitive areas like the Natural
Reserve, the World Cultural and Natural Heritage Sites and etc.. The World’s natural
heritage Sanqing Mountain is about 60km away from the airport in stright-line
distance. According to the relevant assessment grade evaluation principles and
methods of “Technical Guidelines for Environmental Impact Assessment-Ecological
Impact” (HJ19-2011), the ecological assessment grade is identified as Grade Three.
1.4.6 Environmental Risk Assessment
According to “Identificaiton of Major Hazard Sources of Hazard Chemicals”
(GB18218-2009), the major hazard unit of the airport is the Airport Depot, Ground
Gas Station and Sewage Treatment Station. Comparing the critial mass of the various
risk aspects of hazard substances with the actual storage capacity, the hazard units of
the airport do not constitue a major hazard source, therefore, it is rated as Grade Two.
1.4.7 Determination of evaluation grade of off-site supporting projects
Table 1-4-2 List of evaluation grade of off-site and supporting projects
Off-site project
Evaluation grade
Ecological
environment Sound environment Water environment Ambient air
Airport avenue
project
The area along the
project road
belongs to
There are no special
sensitive points such
as hospitals and
The project road does
not cross surface water
region, and the
The evaluation
scope does not
include Category I
12
insensitive area of
ecological
environment
without key
environmental
protection objects
including natural
reserves or cultural
relics preservation,
which is thus
evaluated as Grade
III.
sanatoriums within
the scope at 200m
from both sides along
the road, and main
environmental
sensitive point is
town residence area,
which is thus
evaluated as Grade II.
discharge quantity of
sewage during
construction period for
road construction is
small. Thus, the
evaluation for surface
is determined as Grade
III.
ambient air quality
function area and
the ambient quality
of the main
evaluation factor is
not close to or
beyond the standard
for ambient quality.
The project does
not emit the special
pollutants that are
greatly harmful to
human body health
or ecological
environment; the
evaluation of
ambient air of the
project is Grade III.
Pipeline project
The impact during
construction period
mainly includes
vegetation damage,
occupancy; the
evaluation grade is
Grade III.
After construction of
project, the
functional area
belongs to Category
II Standard area
regulated by
GB3096-2008. Its
impact on acoustic
environment is
mainly reflected
during construction
period and the impact
of noise during the
construction period
will disappear with
the ending of
construction period.
Considering the
degree of the affected
people
comprehensively, the
evaluation for sound
environment is
determined as Grade
III.
The project is newly
constructing sewage,
water supply, air
supply net of
4521.212m and
aviation fuel
transportation, which
does not cause
negative impact on the
water environment
during the operation.
Judging from
HJ/T2.3-93, the
evaluation grade of
surface water is
determined as Grade
III.
The impact of the
project on the
atmosphere is
mainly reflected in
construction period.
Pollutants are
mainly the
construction dusts,
the type of
generated
atmosphere
pollutant is simple
and the affected
area is limited.
According to
judgment
requirement of
guidelines, the
impact evaluation
of atmosphere
environment of the
project is
determined as
Grade III.
Natural water
replacement
project of off-site
drainage and
around airport
The impact during
construction period
mainly includes
vegetation damage,
occupancy; the
evaluation grade is
After construction of
project, the
functional area
belongs to Category
II Standard area
regulated by
Rain discharge around
the airport can be
perfected through
implementation of the
project, thus to make
positive benefits of the
The impact of the
project on the
atmosphere is
mainly reflected in
construction period.
Pollutants are
13
Grade III. GB3096-2008. Its
impact on acoustic
environment is
mainly reflected
during construction
period and the impact
of noise during the
construction period
will disappear with
the ending of
construction period.
Considering the
degree of the affected
people
comprehensively, the
evaluation for sound
environment is
determined as Grade
III.
surrounding discharge
and agricultural
irrigation. Judging
from HJ/T2.3-93, the
evaluation grade of
surface water
environment is
determined as Grade
III.
mainly the
construction dusts,
the type of
generated
atmosphere
pollutant is simple
and the affected
area is limited.
According to
judgment
requirement of
guidelines, the
impact evaluation
of atmosphere
environment of the
project is
determined as
Grade III.
Reconstruction
project of village
road around
airport
The area along the
project road
belongs to
insensitive area of
ecological
environment
without key
environmental
protection objects
including natural
reserves or cultural
relics preservation,
which is thus
evaluated as Grade
III.
There are no special
sensitive points such
as hospitals and
sanatoriums within
the scope at 200m
from both sides along
the road, and main
environmental
sensitive point is
town residence area,
which is thus
evaluated as Grade
III.
The project road does
not cross surface water
region, and the
discharge quantity of
sewage during
construction period for
road construction is
small. Thus, the
evaluation for surface
is determined as Grade
III.
The evaluation
scope does not
include Category I
ambient air quality
function area and
the ambient quality
of the main
evaluation factor is
not close to or
beyond the standard
for ambient quality.
The project does
not emit the special
pollutants that are
greatly harmful to
human body health
or ecological
environment; the
evaluation of
ambient air of the
project is Grade III.
110kV Maozao
Line relocation
and modification
project of
Sanqingshan
Airport
The area long the
line belongs to
common area
without key
environmental
protection objects
including natural
reserves or cultural
relics preservation,
After operation of
project, the generated
main noise includes
audible noise
generated by brush
discharge of
conductor, armor
clamp and insulator,
which has small
The project only
generates sewage in
small quantity during
construction period
and the pollutant
composition is simple;
thus, make simple
analysis.
The impact of the
project on the
atmosphere is
mainly reflected in
construction period.
Pollutants are
mainly the
construction dusts,
the type of
14
which is thus
evaluated as Grade
III.
impact on the
ambient
environment; thus,
the evaluation grade
is Grade III.
generated
atmosphere
pollutant is simple
and the affected
area is limited.
According to
judgment
requirement of
guidelines, the
impact evaluation
of atmosphere
environment of the
project is
determined as
Grade III.
110kV Wangzao
Line relocation
and modification
project of
Sanqingshan
Airport
The area long the
line belongs to
common area
without key
environmental
protection objects
including natural
reserves or cultural
relics preservation,
which is thus
evaluated as Grade
III.
After operation of
project, the generated
main noise includes
audible noise
generated by brush
discharge of
conductor, armor
clamp and insulator,
which has small
impact on the
ambient
environment; thus,
the evaluation grade
is Grade III.
The project only
generates sewage in
small quantity during
construction period
and the pollutant
composition is simple;
thus, make simple
analysis.
The impact of the
project on the
atmosphere is
mainly reflected in
construction period.
Pollutants are
mainly the
construction dusts,
the type of
generated
atmosphere
pollutant is simple
and the affected
area is limited.
According to
judgment
requirement of
guidelines, the
impact evaluation
of atmosphere
environment of the
project is
determined as
Grade III.
10kV line newly
constructed
project from
Maojialing to
Airport
The area long the
line belongs to
common area
without key
environmental
protection objects
including natural
reserves or cultural
relics preservation,
which is thus
After operation of
project, the generated
main noise includes
audible noise
generated by brush
discharge of
conductor, armor
clamp and insulator,
which has small
impact on the
The project only
generates sewage in
small quantity during
construction period
and the pollutant
composition is simple;
thus, make simple
analysis.
The impact of the
project on the
atmosphere is
mainly reflected in
construction period.
Pollutants are
mainly the
construction dusts,
the type of
generated
15
evaluated as Grade
III.
ambient
environment; thus,
the evaluation grade
is Grade III.
atmosphere
pollutant is simple
and the affected
area is limited.
According to
judgment
requirement of
guidelines, the
impact evaluation
of atmosphere
environment of the
project is
determined as
Grade III.
10kV line newly
constructed
project from
Zaotou to Airport
The area long the
line belongs to
common area
without key
environmental
protection objects
including natural
reserves or cultural
relics preservation,
which is thus
evaluated as Grade
III.
After operation of
project, the generated
main noise includes
audible noise
generated by brush
discharge of
conductor, armor
clamp and insulator,
which has small
impact on the
ambient
environment; thus,
the evaluation grade
is Grade III.
The project only
generates sewage in
small quantity during
construction period
and the pollutant
composition is simple;
thus, make simple
analysis.
The impact of the
project on the
atmosphere is
mainly reflected in
construction period.
Pollutants are
mainly the
construction dusts,
the type of
generated
atmosphere
pollutant is simple
and the affected
area is limited.
According to
judgment
requirement of
guidelines, the
impact evaluation
of atmosphere
environment of the
project is
determined as
Grade III.
1.5 Scope of Assessment
1.5.1 Noise
he assessment scope of aircraft noise is 6km at both ends of the runway, and 1km
at both sides of the runway. The assessment scope of traffic noise is 200m at both
sides of the centralline of the proposed road. The assessment scope of noise for
16
boundary of construction site is 200m away from the construction field.
1.5.2 Ambient Air
The assessment scope of ambient air is a 5km square with the airport boiler as
the center. The assessment scope of car exhaust is 200m at both sides of the
centralline of the proposed road.
1.5.3 Surface Water Environment
The assessment scope of the airport surface water is the reach of Fengxi River
east to the airport and the tributary of Xinjiang River west toe the airport.
The assessment scope of the surface water of the airport drainage project is
Tashui Stream: the stormwater outfall of the airport extends to the Xinjiang Reach,
approximately 9600m in total length.
Zunqiao Water: the stormwater outfall of the airport extends to the Xinjiang
Reach, approximately 12200m in total length.
Xingfu Water: the stormwater outfall of the airport extends to the Fengxi Reach,
approximately 13200m in total length.
The assessment scope of the surface water of the Airport Avenue is the
downstream reach of the sewage outfall of Xinjiang Sewage Treatment Plant.
1.5.4 Ground Water Environment
The assessment scope of the Ground Water of the project is determined by taking
Xinjiang as the boundary in the north and the west and taking the Ground Water
watershed as the boundary in the south and the east.
1.5.5 Ecology
Territorial ecological environment of the airport land acquisiton area and
surrounding areas within 5km.
The ecological assessment scope of the airport avenue is 300m at both sides of
the proposed road centerline.
1.5.6 Risks Assessment
3km surrounding the airport fuel depots.
See Figure 1-5-1 for the assessment scope.
1.5.7 Evaluation scope of off-site and related projects
17
Table 1-5-1 List of evaluation scope of off-site and supporting projects
Off-site
project
Evaluation scope
Ecological
environment
Sound
environment
Water
environment Ambient air
Social
environment
Electromagnetic
environment
Airport avenue
project
The project
has no spoil
ground.
Carry out
investigation
on the
ecological
environment
of the
proposed
soil-taken
field with its
evaluation
scope as the
soil-taken
field and its
surrounding
300m area.
200m scope
on both
sides of
centerline of
proposed
road
Downstream
river section
of pollution
discharge of
Xinjiang
sewage
treatment
plant
200m scope
on both
sides of
centerline of
proposed
road
Town
region
affected
along road
Pipeline
project
Project
region
planning
scope, about
2km2.
Within the
project
region, the
sensitive
area is
properly
extened.
Downstream
river section
of pollution
discharge of
Xinjiang
sewage
treatment
plant
Region of
1-2km
extended
outside the
project
region
boundary
Town
region
affected
along the
line
Natural water
replacement
project of
off-site
drainage and
around airport
200m
belt-shaped
region scope
on both
sides of
pipelines
Construction
site and
100m on
both sides
along line
Tashuixi:
Airport rain
discharge
outlet to
Xinjiang
River with
full length of
9600m;
Zunqiaoshui:
Airport rain
discharge
outlet to
Xinjiang
River with
full length of
12200m.
Xingfushui:
Airport rain
discharge
Evaluation
scope of
sewage
pipeline and
rain pipeline
is 200m on
both sides
along the
line.
Town
region
affected
along the
sewage
pipeline and
rain pipeline
18
outlet to
Fengxi River
with full
length of
13200m.
Reconstruction
project of
village road
around airport
300m scope
on both
sides of road
200m scope
along the
road
Near project
and the river
and irrigation
ditches it
passes
200m scope
along the
road
Town
region
affected
along the
road
110kV
Maozao Line
relocation and
modification
project of
Sanqingshan
Airport
300m scope
on both
sides of
transmission
line corridor
30m
Belt-shaped
region on
both sides of
transmission
line corridor
Surface water
in 500m
region along
the line
30m
Belt-shaped
region on
both sides of
transmission
line corridor
Town
region
affected
along the
line
Take the 30m
belt-shaped
region on both
sides of
transmission
line corridor as
evaluation
scope of power
frequency
electromagnetic
field; take
2000m
belt-shaped
region on both
sides of
transmission
line corridor as
radio
interference
evaluation
scope (wit
110kV
Wangzao Line
relocation and
modification
project of
Sanqingshan
Airport
300m scope
on both
sides of
transmission
line corridor
30m
Belt-shaped
region on
both sides of
transmission
line corridor
Surface water
in 500m
region along
the line
30m
Belt-shaped
region on
both sides of
transmission
line corridor
Town
region
affected
along the
line
Take the 30m
belt-shaped
region on both
sides of
transmission
line corridor as
evaluation
scope of power
frequency
electromagnetic
field; take
2000m
belt-shaped
region on both
19
sides of
transmission
line corridor as
radio
interference
evaluation
scope (wit
10kV line
newly
constructed
project from
Maojialing to
Airport
30m scope
on both
sides of
transmission
line corridor
30m
Belt-shaped
region on
both sides of
transmission
line corridor
Surface water
in 500m
region along
the line
30m
Belt-shaped
region on
both sides of
transmission
line corridor
Town
region
affected
along the
line
10kV line
newly
constructed
project from
Zaotou to
Airport
30m scope
on both
sides of
transmission
line corridor
30m
Belt-shaped
region on
both sides of
transmission
line corridor
Surface water
in 500m
region along
the line
30m
Belt-shaped
region on
both sides of
transmission
line corridor
Town
region
affected
along the
line
1.6 Assessment Standards
1.6.1 Environment Quality Standards
(1) Surface Water
Surface water of the airport area mainly comes from Xinjiang, Fengxi River
(main tributary of Xinjiang) and tributaries of Xinjiang which are close to the airport
surroundings. All surface water of Xinjiang Water area near the airport implement
Class III water standard limit stipulated in Environment Quality Standards of Surface
Water (GB3838-2002), see table 1-6-1 for specific standard limit.
Table 1-6-1 Environment Quality Standards of Surface Water (Unit: mg/L, except pH)
Item pH
Value
Dissolved
oxygen
Permanganate
Index COD BOD5
Ammonia
Nitrogen
Standard
Value
CLASS
III 6-9 ≥5 ≤6 ≤20 ≤4 ≤1.0
Item TP Volatile Phenol Anionic Surface
Active Agent Petroleum Fecal Coliform(pc/L)
Standard
Value
CLASS
III ≤0.2 ≤0.005 ≤0.2 ≤0.05 ≤10000
(2) Ground Water
Ground Water Environment Quality implements Class III standard of “Quality
20
Standards of Ground Water” (GB/T14848-93), see table1-6-2 for specific standard
value.
Table 1-6-2 Environment Quality Standards of Ground Water (Unit: mg/L, except pH)
Item pH Value Permanganate Index Ammonia
Nitrogen
Total
Hardness Nitrate
Standard Value 6.5-8.5 ≤3.0 ≤0.2 ≤450 ≤20
Item Nitrite Anion Synthetic Detergent Volatile Phenols Total Coliforms(pc/L)
Standard Value ≤0.02 ≤0.3 ≤0.002 ≤3.0
(3) Ambient Air
The proposed airport is located in rural area. The atmospheric pollutants (SO2,
NO2, TSP, PM10) adopts Class II standards of “Quality Standards of Ambient Air”
(GB3095-1996), non methane hydrocarbon refers to the fugitive emission monitoring
concentration limit of 4.0mg/m3 stipulated in the “Comprehensive Emission
Standards of Atmospheric Pollutants ” (GB16297-1996). See table 1-6-3 for specific
value.
Table 1-6-3 Quality Standards of Ambient Air (mg/m3)
Item Data Collection Time SO2 NO2 CO PM10 TSP
Standard Value Daily Average 0.15 0.12 4.00 0.15 0.30
Average per Hour 0.50 0.24 10.00 -- --
(4) Noise
Our use of airport noise standards for the use of noise level for the weighted
equivalent continuous perceived noise level LWECPN, the standard and the United
States (except outside California) using the airport noise level LDN about 14dB
mathematical conversion relations, namely LWECPN≈LDN+14dB, conversion of specific
derivation process see Annex X. the United States developed Airport noise criteria for
LDN≤65dB; therefore, the basic can be judged, our airport noise Evaluation standard
than the United States of America’s Evaluation standard is stricter. Our noise specific
Evaluation standard values are shown in table 1-6-5:
This project not only performs evaluation standard for domestic airport aircraft
noise and World BankEHS, and refers to the implementation of the noise level of
guidance value. Specific guidance values are shown in table 1-6-6.
Table 1-6-6 Noise Guidance Value of World Bank (Unit: LAeq dB)
21
Receptor dB (A)
07:00-22;00 in day 22;00-07:00 in night
Residence; office; culture and education 55 45
(5) Electromagnetic Environment
Electromagnetic Environment implements relevant standards of “Provisions on
Electromagnetic Radiation Protections” (GB8702-88).
1.6.2 Pollutant Emission Standards
(1) Standards of Recycle Water
After the proposed airport is put into operation, the sewage of the airport meets
the water quality requirements of “Water Quality of Urban Recycling Water and
Urban Miscellaneous Water Consumption” (GB/T18920-2002) after proper treatment,
see table 1-6-6 for limit value, and the recycled water can be used for toilet flushing
and car wash and other sectors.
Table 1-6-6 Water Quality Standard for Urban Miscellaneous Water Consumption
No. Item Toilet Flushing Car Wash
1 pH 6.0-9.0
2 Color/Degree ≤ 30
3 Smell All Pleasure
4 Turbidity/NUT ≤ 5 5
5 Total Dissolved Solids(mg/L) ≤ 1500 1000
6 BOD(mg/L) ≤ 10 10
7 Ammonia Nitrogen(mg/L) ≤ 10 10
8 Anionic Surface Active Agent(mg/L) ≤ 1.0 0.5
9 Iron (mg/L) ≤ 0.3 0.3
10 Manganese (mg/L) ≤ 0.1 0.1
11 Dissolved oxygen(mg/L) ≥ 1.0
12 Total Residual Chlorine(mg/L) ≤ After 30min Contact ≥1.0, The End of Pipe
Network≥2.0
13 Total Coliforms/(PC/L) ≤ 3
(2) Standards for Air Pollutants Emission
The airport is heated by natural gas boiler. The boiler exhaust emission
implements Class Two Area Period II standards of “Standards for Air Pollutants
Emission of Boiler Exhaust” (GB13271-2001) see table 1-6-7 for standard values.
Table 1-6-7 Concentration Limits of the Boiler Air Pollutant Emission (unit: mg/m3)
Boiler Category Applicable Area Smoke
Dust
The Blackness of
Flue Gas
SO2 Nitrogen
Oxides
Chimney
Height
22
Gas
Boiler
2×300kw Class Two Area,
Period II
50 1 100 400 ≥8m
Non methane hydrocarbon of the Oil Depot Area refers to “Comprehensive
Emission Standards for Air Pollutants” (GB16297-1996) for 4.0mg/m3 of
concentration limit of fugitive emission monitoring.
Emission of Asphalt smoke implements Class Two Standard of “Comprehensive
Emission Standards for Air Pollutants” (GB16297-1996), see table 1-6-8.
Table 1-6-8 Emission Standards for Asphalt Smoke
(New Pollution Source) (Extract) Unit: mg/m3
Pollutants Production Process Maximum Emission Concentration,
mg/m3
Concentration Limit of Fugitive
Emission Monitoring
Asphalt
Smoke
Asphalt Melting &
Mixing 40-75
There shall be no obvious fugitive
emission
(3) Noise
“Noise Limits for the Boundary of Construction Sites” (GB12523-90) is
applicable to noise assessment for construction period, as detailed in Table below:
Table 1-6-9 Noise Limit for the Boundary of Construction Sites
Phase of Construction Main Noise Source Limit of Noise dB(A)
Day Night
Earthwork and stonework Bulldozer, excavator, loader, etc. 75 55
Piling All kinds of pile drivers and so on 85 Construction
prohibited
Structure Concrete mixer, vibrating spear,
electrical saw, etc.
70 55
Decoration Crane, elevator, etc. 65 55
(4) Electromagnetic Environment
(i) “Technical Specifications for Environment Impact Assessment on 500kV EHV
Power Transmission and Transformation Engineering of Electromagnetic Radiation”
(HJ/T24-1998) (Power Frequency electric field intensity: 4000V/m, Power Frequency
magnetic field intensity: 0.1mT);
(ii) “Radio Interference Limit of AV High Voltage Overhead Power Transmission
Line” (GB15707-1995): radio interference level at 0.5MHz, 110kV at 46dB (μV/m);
1.6.3 Evaluation standard for off-site and supporting projects
Table 1-6-11 List of evaluation standard for off-site projects
Off-site Evaluation standard
23
project Environmental quality standard Pollutant emission standard
Avenue
project of
Shangrao
Airport
Ambient air
GB3095-1996
Environmental
Quality Standard for
Ambient Air Grade II
Standard
waste gas
GB16297-1996 Integrated
Emission Standard of Air
Pollutants Grade II Standard
Sound
environment
GB3096-2008
Environmental
Quality Standard for
Sound Category IV
Standard
noise
GB12523-2011 Emission
Standard of Environment Noise
for Boundary of Construction
Site
Surface water
environment
GB3838-2002
Environmental
Quality Standard for
Surface Water
Category III Standard
sewage
GB8978-1996 Integrated
Wastewater Discharge
Standard primary discharging
standard
Pipeline
project
Ambient air
GB3095-1996
Environmental
Quality Standard for
Ambient Air Grade II
Standard
waste gas
GB16297-1996 Integrated
Emission Standard of Air
Pollutants Grade II Standard
Sound
environment
GB3096-2008
Environmental
Quality Standard for
Sound Category II
Standard
noise
GB12523-2011 Emission
Standard of Environment Noise
for Boundary of Construction
Site
Surface water
environment
GB3838-2002
Environmental
Quality Standard for
Surface Water
Category III Standard
sewage
GB8978-1996 Integrated
Wastewater Discharge
Standard primary discharging
standard
Natural water
replacement
project of
off-site
drainage and
around airport
Ambient air
GB3095-1996
Environmental
Quality Standard for
Ambient Air Grade II
Standard
waste gas
GB16297-1996 Integrated
Emission Standard of Air
Pollutants Grade II Standard
Sound
environment
GB3096-2008
Environmental
Quality Standard for
Sound Category II
Standard
noise
GB12523-2011 Emission
Standard of Environment Noise
for Boundary of Construction
Site
Surface water
environment
GB3838-2002
Environmental
Quality Standard for
Surface Water
Category III Standard
sewage
GB8978-1996 Integrated
Wastewater Discharge
Standard primary discharging
standard
Reconstruction
project of
village road
Ambient air
GB3095-1996
Environmental
Quality Standard for
waste gas
GB16297-1996 Integrated
Emission Standard of Air
Pollutants Grade II Standard
24
around airport Ambient Air Grade II
Standard
Sound
environment
GB3096-2008
Environmental
Quality Standard for
Sound Category 4a
Standard and
Category II Standard
noise GB12523-90 Noise limits for
Construction Site
Surface water
environment
GB3838-2002
Environmental
Quality Standard for
Surface Water
Category III Standard
sewage
GB8978-1996 Integrated
Wastewater Discharge
Standard primary discharging
standard
110kV
Maozao Line
relocation and
modification
project of
Sanqingshan
Airport
Ambient air
GB3095-1996
Environmental
Quality Standard for
Ambient Air Grade II
Standard
solid wastes
GB18599-2001 Standards
for Pollution Control on the
Storage and Disposal Site
for General Industrial Solid
Wastes
Sound
environment
GB3096-2008
Environmental
Quality Standard for
Sound Category II
Standard
noise
GB12523-2011 Emission
Standard of Environment Noise
for Boundary of Construction
Site;
GB12348-2008 Emission
Standard for Industrial
Enterprises Noise at Boundary
Category II Standard
Surface water
environment
GB3838-2002
Environmental
Quality Standard for
Surface Water
Category III Standard
sewage
GB5084-2005 Standards for
Irrigation Water Quality dry
farming standard
Electromagnetism
GB8702-88
Regulations for
Electromagnetic
Radiation Protection
Electromagnetism
HJ/T24-1998 Technical
Regulations on Environmental
Impact Assessment of
Electromagnetic Radiation
Produced by 500 KV Ultrahigh
Voltage Transmission and
Transfer Power Engineering
(power frequency electric field
intensity 4000V/m, power
frequency magnetic field
intensity 0.1mT);
GB15707-1995 Limits of
Radio Interference from AC
High Voltage Overhead Power
Transmission Lines (at
0.5MHz, radio interference
25
level, 110kV is 46dB (μV/m))
110kV
Wangzao Line
relocation and
modification
project of
Sanqingshan
Airport
Ambient air
GB3095-1996
Environmental
Quality Standard for
Ambient Air Grade II
Standard
solid wastes
GB18599-2001 Standards
for Pollution Control on the
Storage and Disposal Site
for General Industrial Solid
Wastes
Sound
environment
GB3096-2008
Environmental
Quality Standard for
Sound Category II
Standard
noise
GB12523-2011 Emission
Standard of Environment Noise
for Boundary of Construction
Site;
GB12348-2008 Emission
Standard for Industrial
Enterprises Noise at Boundary
Category II Standard
Surface water
environment
GB3838-2002
Environmental
Quality Standard for
Surface Water
Category III Standard
sewage
GB5084-2005 Standards for
Irrigation Water Quality dry
farming standard
Electromagnetism
GB8702-88
Regulations for
Electromagnetic
Radiation Protection
Electromagnetism
HJ/T24-1998 Technical
Regulations on Environmental
Impact Assessment of
Electromagnetic Radiation
Produced by 500 KV Ultrahigh
Voltage Transmission and
Transfer Power Engineering
(power frequency electric field
intensity 4000V/m, power
frequency magnetic field
intensity 0.1mT);
GB15707-1995 Limits of
Radio Interference from AC
High Voltage Overhead Power
Transmission Lines (at
0.5MHz, radio interference
level, 110kV is 46dB (μV/m))
10kV line
newly
constructed
project from
Maojialing to
Airport
Ambient air
GB3095-1996
Environmental
Quality Standard for
Ambient Air Grade II
Standard
solid wastes
GB18599-2001 Standards
for Pollution Control on the
Storage and Disposal Site
for General Industrial Solid
Wastes
Sound
environment
GB3096-2008
Environmental
Quality Standard for
Sound Category 4a
Standard and
Category II Standard
noise
GB12523-2011 Emission
Standard of Environment
Noise for Boundary of
Construction Site;
GB12348-2008 Emission
Standard for Industrial
Enterprises Noise at Boundary
Category II and Category IV
26
Standard
Surface water
environment
GB3838-2002
Environmental
Quality Standard for
Surface Water
Category III Standard
10kV line
newly
constructed
project from
Zaotou to
Airport
Ambient air
GB3095-1996
Environmental
Quality Standard for
Ambient Air Grade II
Standard
solid wastes
GB18599-2001 Standards
for Pollution Control on the
Storage and Disposal Site
for General Industrial Solid
Wastes
Sound
environment
GB3096-2008
Environmental
Quality Standard for
Sound Category II
Standard
noise
GB12523-2011 Emission
Standard of Environment Noise
for Boundary of Construction
Site;
GB12348-2008 Emission
Standard for Industrial
Enterprises Noise at Boundary
Category II Standard
Surface water
environment
GB3838-2002
Environmental
Quality Standard for
Surface Water
Category III Standard
1.7 Environmental Protection Targets
1.7.1 Sensitive Sites around the Airport
The proposed airport is located in Zunqiao Village, Shangrao County. By
integrating the topographic map of the airport surroundings and field survey findings,
see table 1-7-1-6 and Figure 1-5-1 for the sensitive sites like villages, schools,
hospitals around the airport and etc.
Table 1-7-1 Noise Sensitive Sites of Shangrao Airport (Villages)
No.
Distr
ict
and
Coun
ty
Towns
hip
Administr
ative
Village
Natural
Village
Coord
inate
X(km)
Coordinat
e Y(km)
Distance
from the
Airport
Boundary
(km)
Number
of
Impacted
Househol
ds
Nu
mbe
r of
Peo
ple
Ele
vat
ion
1
Xinz
hou
Distr
ict
Chaoy
ang
Town
Panshi
Village
Gongjia
Village 7.58 -0.79 4.91 290
126
0 80
2
Xiatan
Village
Wangjia
Village 6.78 0.62 4.11 130 500 78
3 Kejia
Village 6.76 0.98 4.13 42 190 78
4 Laowu
Shandi 7.60 0.73 4.92 33 136 86
27
Village
5
Wang Jia
shanVillag
e
7.35 1.00 4.72 70 300
75
6 Xiazhou
Village 7.17 0.95 4.52 59 190 77
7
Zhongtan
Village
Zhongtan
Village 6.78 0.35 4.07 400
190
0 78
8 Shangzho
u Village 7.32 0.19 4.61 26 146 77
9 Huayuan
Village 7.01 0 4.31 16 50 81
10 Liujia
Village 7.10 -0.14 4.36 88 400 77
11 Subdis
trict
Office
of
Maoji
aling
Tashui
Village
Tashui
Xiajia
Village
1.80 0.76 0.21 108 590 97
12
Tashui
Xujia
Village
2.00 0.30 0.18 62 290 95
13
Tashui
Zhangjia
Village
2.32 0.75 0.67 33 160 93
14
Shan
grao
Coun
ty
Zhaot
ou
Town
Fujia
Village
Beigong
Village 4.02 0.24 1.32 90 392 95
15 Cangdun
Village 4.42 0.27 1.72 116 465 86
16 Cangding
Village 4.92 0 2.18 230
130
0 80
17 Xujia
Village 5.05 -0.85 2.45 30 130 80
18 Fujia
Village 5.35 -0.51 2.68 192 878 81
19 Zhoujia
Village 5.86 0 3.15 110 435 79
20 Xiejia
Village 5.86 -0.84 3.24 150 625 82
21 Maowan
Village
Wanli
Village 3.98 -0.58 1.36 136 628 81
22 Maowan
Village 3.80 -0.78 1.30 78 466 87
23
Xiangshan
Village
Shanjiao
Village 5.00 0.82 2.42 30 156 83
24
Wang
Sidun
Village
5.24 0.30 2.55 98 487 78
25
Xinwu
Qiaotou
Village
5.29 0.81 2.67 32 184 76
28
26 Caijia
Village 5.52 0.87 2.89 29 152 78
27
Cheng
Jiabao
Village
5.92 0.73 3.28 151 589 80
28 Wangjia
Village 6.00 0.96 3.40 42 206 78
29
Zhoushi
Village
Luo
Siwan
Village
1.73 -0.93 0.81 78 355 97
30 Xiaojia
Village 2.51 -0.09 0.81 172 656 88
31 Shigu
Village 3.05 -0.83 0.83 90 420 92
32 Qianshan
Village 3.17 -0.63 0.71 95 430 91
33
Zhoujia
Mountain
Village
2.03 -0.9 0.92 260 106
0 92
34
Zunqi
ao
Villag
e
Yangshi
Village
Zhongjia
Village -4.21 0.62 3.99 45 206 75
35 Yangshi
Village -3.50 0.21 3.21 135 708 77
36 Fu Jiashi
Village -3.08 0.28 2.83 45 208 75
37
Zhang
Jiafan
Village
-3.32 -0.06 3.02 80 315 75
38 Xia
Village -2.83 -0.61 2.60 71 282 79
39
Zhu
Cunwan
Village
-3.43 -0.24 3.10 51 245 80
40 Yuantang
Village
Yuan
Tangwu
Village
-2.32 -0.74 2.10 260 113
3 84
41 Shangwan
Village -1.76 -0.60 1.53 108 490 87
42 Zhoudun
Village
Qianshan
Village -5.17 -0.92 4.92 55 283 91
43 Zhoudun
Village -4.71 -0.83 4.47 170 755 85
44
Zhouwu
Village
Shanbei
Village -2.63 0 2.33 82 352 85
45 Zhouwu
Village -2.45 -0.21 2.15 205
108
0 82
46
Xia
Wutang
Village
-0.95 0.11 0.65 110 521 10
0
29
47
Huangwu
Luojia
Village
-0.87 0.43 0.67 150 798 94
48
Shang
Huangwu
Village
-0.35 0.29 0.22 71 356 95
49 Zunqiao
Village
Wa Yaodi
Village 0.68 -0.92 0.75 21 88
10
2
50 Fang
Village 1.23 -0.84 0.72 160 796
10
0
51
Chatin
g
Town
Neighborh
ood
Committe
e of
Chating
Town
Maowan
Village -5.78 -0.46 5.50 57 280 88
52 Majia
Village -5.20 0.68 4.96 81 510 74
53 Linjia
Village -4.96 0.64 4.72 22 106 74
54 Shantou
Village -4.45 0.32 4.15 46 210 70
Take the southwest end of the airport as the origin of coordinate, the direction of the airport runway extension as
the X-axis and the vertical direction of the runway as the Y-axis.
Table 1-7-2 Noise Sensitive Sites of Shangrao Airport (Schools, Hospitals and Nursing Homes)
No.
Dis
tric
t
and
Co
unt
y
Tow
nshi
p
Admini
strative
Village
Natural
Village Name
Coord
inate
X(km)
Coord
inate
Y(km)
Distance
from the
Airport
Boundary(
km)
Numb
er of
Teach
ers/Do
ctors/
Nursin
g
worke
rs
Numb
er of
Studen
ts/Bed
s/the
Elderl
y
Ele
vat
ion
1
Xi
nzh
ou
Dis
tric
t
Cha
oya
ng
Tow
n
Panshi
Village
Gongjia
Village
Gongjia
Kindergart
en
7.58 -0.79 4.91 2 12 80
2
Xiatan
Village
Wangjias
han
Village
Hualong
School 7.35 1.00 4.72 50 1020 75
3
Laowu
Shandi
Village
Ai’min
Hospital 7.60 0.73 4.92 40 30 86
4
Zhongt
an
Village
Zhongta
n Village
Zhongtan
Primary
School
6.78 0.35 4.07 16 200 78
5
Sh
ang
rao
Co
unt
y
Zha
otou
Tow
n
Fujia
Village
Cangdun
Village
Cangbei
Primary
School
4.42 0.27 1.72 5 80 86
6 Xiejia
Village
Longfeng
Kindergart
en
5.86 -0.84 3.24 6 150 82
30
7
Xiangs
han
Village
Cheng
Jiabao
Village
Xiangsha
n Primary
School
5.92 0.73 3.28 22 440 80
8
Cheng
Jiabao
Village
The Masters
Education
School
5.92 0.73 3.28 42 430 80
9 Wangjia
Village
Ai’xin
Kindergart
en
6.00 0.96 3.40 4 82 78
10
Zun
qiao
Vill
age
Yangshi
Village
Yangshi
Village
Yangshi
Primary
School
-3.50 0.21 3.21 12 171 77
11
Yangshi
Village
Nursing
Home
-3.98 0.3 3.68 2 10 77
12
Yuantan
g
Village
Yuan
Tangwu
Village
Yuantang
Primary
School
-2.32 -0.74 2.10 16 350 84
13
Zhoudu
n
Village
Zhoudun
Village
Zhoudun
Primary
School
-4.71 -0.83 4.47 10 178 85
14 Zhouw
u
Village
Huangwu
Luojia
Village
Luojia
Teaching
School
-0.87 0.43 0.67 1 22 94
15 Zhouwu
Village
Zhouwu
Primary
School
-2.45 -0.21 2.15 16 110 82
Take the southwest end of the airport as the origin of coordinate, the direction of the airport runway extension as
the X-axis and the vertical direction of the runway as the Y-axis.
Table 1-7-3 Ambient Air Sensitive Sistes of Shangrao Airport (Villages)
No.
Distr
ict
and
Coun
ty
Tow
nshi
p
Administrat
ive Village
Natural
Village
Coordinate
X (km)
Coordina
te Y
(km)
Distance
from the
Airport
Boundary
(km)
Number
of
Impacted
Househol
ds
Number
of
People
1
Xinz
hou
Distr
ict
Sub
distr
ict
Offi
ce
of
Mao
jiali
ng
Zhoutian
Village
Committee
Lizhu
Village -2.02 2.21 2.21 120 426
2 Xinwu
Village -1.59 2.26 2.19 51 209
3 Shidi
Village -0.56 2.10 2.00 123 460
4
Tashui
Village
Committee
Xiejia
Village 1.24 2.43 1.98 120 570
5 Ningjia
Village 1.04 2.34 1.82 24 110
6 Hewu
Village 0.71 1.71 1.12 13 70
31
7 Dongcang
Village 1.33 1.54 1.29 48 220
8 Chayuan
Village 1.95 1.58 1.79 26 140
9
Huangjia
Shantou
Village
1.09 1.38 0.99 31 130
10 Xiajia
Village 0.60 0.77 0.21 108 590
11 Zhangjia
Village 1.12 0.74 0.69 33 160
12 Xujia
Village 0.91 0.39 0.25 62 290
13 Tashui
Village 0.81 0.33 0.21 270 1025
14
Shan
grao
Coun
ty
Zun
qiao
Villa
ge
Zunqiao
Village
Wa Yaodi
Village -0.51 -0.91 0.76 21 88
15
Da
Shanpai
Village
-1.42 -1.17 0.92 20 85
16
Gao
Shanqiao
Village
-2.31 -1.30 1.31 30 125
17 Wu
Jiatang -1.88 -1.45 1.26 130 453
18 Peng
Jiashan -1.49 -1.76 1.51 150 552
19 Jielu
Village -1.27 -1.93 1.68 120 453
20 Fang
Village 0 -0.84 0.72
160 796
21 Kengdi
Village -1.72 -2.02 1.79 282 1206
22
Zhouwu
Village
Huangwu
Luojia
Village
-2.11 0.41 0.69 150 798
23
Shang
Huangwu
Village
-1.55 0.29 0.22 71 356
24
Xia
Wutang
Village
-2.15 0.09 0.64 110 521
25
Eng’shan
Village
Qiaotou
Village -1.39 -2.06 1.82 60 208
26 Eng’shan
Village -1.14 --2.07 1.82 134 507
27
Xia
Huashan
Village
-0.89 -2.05 1.81 48 210
32
28 Zha
otou
Tow
n
Zhoushi
Village
Luo Siwan
Village 0.52 -0.93 0.82 78 355
29 Zhoujiasha
n Village 0.84 -1.05 0.94 260 1050
30 Xiaojia
Village 1.32 -0.91 0.82 172 656
31 Shigu
Village 1.84 -0.84 0.82 90 420
32 Qianshan
Village 1.98 -0.62 0.71 95 430
33
Maowan
Village
Wandi
Village 2.23 -1.13 1.27 129 588
34 Hou
Mentang 2.45 -1.23 1.48 120 1527
35 Maowan
Village 2.28 -1.26 1.40 96 496
36
Maopeng
Village
Jijia
Village 2.35 -1.40 1.56 82 369
37 Guantang
Village 2.15 -1.43 1.49 111 462
38 Maopeng
Village 2.13 -1.63 1.66 79 326
39 Wang
Botang 0.66 -2.34 2.22 61 256
40 Gao
Beiqiu 2.34 -1.92 2.02 78 318
41
Dongshan
Fenchang
Village
You Maba 1.88 -1.89 1.84 120 500
Take the southwest end of the airport as the origin of coordinate, the direction of the airport runway extension as
the X-axis and the vertical direction of the runway as the Y-axis.
Table 1-7-4 Ambient Air Sensitive Sites of Shangrao Airport (Schools, Hospitals and Nursing
Homes)
No
.
Distri
ct and
Coun
ty
Towns
hip
Admini
strative
Village
Natural
Village Name
Coord
inateX
(km)
Coord
inateY
(km)
Distance
from the
Airport
Boundar
y(km)
Number
of
Teachers/
Doctors/N
ursing
workers
Numbe
r of
Studen
ts/Beds
/the
Elderly
1
Xinzh
ou
Distri
ct
Subdi
strict
Office
of
Maoji
aling
Tashui
Village
Huangjia
Shantou
Village
Tashui
Primary
School
1.09 1.38 0.99 9 110
2 Shan
grao
Zhaot
ou
Maopen
g
Wang
Botang
Dongchai
Primary 0.66 -2.34 2.22 9 181
33
Coun
ty
Town Village School
3 Maowa
n
Village
Maowan
Village
Maowan
Primary
School
2.28 -1.26 1.40 26 470
4 Hou
Mentang
Maowan
Health
Center
2.45 -1.23 1.48 12 20
5
Zunqi
ao
Villag
e
Eng’sha
n
Village
Qiaotou
Village
Eng’shan
Primary
School
-1.39 -2.06 1.82 9 140
6 Eng’shan
Village
Zunqiao
Health
Center
-1.14 --2.07 1.82 28 19
7 Zhouwu
Village
Huangwu
Luojia
Village
Luojia
Teaching
School
-2.11 0.41 0.69 1 22
8
Zunqiao
Village
Wu
Jiatang
Zunqiao
Middle
School
-1.88 -1.45 1.26 42 506
9 Kengdi
Village
Zunqiao
Central
Primary
School
-1.72 -2.02 1.79 39 620
Take the southwest end of the airport as the origin of coordinate, the direction of the airport runway extension as
the X-axis and the vertical direction of the runway as the Y-axis.
Table 1-7-5 Environmental Protection Targets (villages)
No.
District
and
County
Township Administrative
Village Natural Village Orientation
Distance
from the
Oil Depot
Area (m)
Number of
Impacted
Households
Number
of
People
1
Xinzhou
District
Subdistrict
Office of
Maojialing
Zhoutian Village Zhuge Hills Village North-nort
hwest 2486
102 388
2 Lizhu Village
North-nort
hwest 2599 120 426
3 Xinwu Village
North-nort
hwest 2322 51 209
4 Shidi Village
North-nort
hwest 1636 123 460
5 Xia Zho tian
Village
North-nort
heast 2189 80 338
6 Liu Jiafan Village
North-nort
heast 2443 41 170
7 Maojialing
Village
Gao Jiashan
Village
North-nort
heast 2802 22 95
8 Tashui Village
Committee
Xiejia Village North-nort
heast 2278 120 570
9 Ningjia Village North-nort 2108 24 110
34
heast
10 Hewu Village
North-nort
heast 1419 13 70
11 Huangjia Shantou
Village
East-northe
ast 1429 31 130
12 Dongcang Village
East-northe
ast 1735 48 220
13 Chayuan Village
East-northe
ast 2286 26 140
14 Xiajia Village
East-northe
ast 719 108 590
15 Zhangjia Village
East-northe
ast 1224 33 160
16 Tashui Village
East-southe
ast 905 270 1025
17 Xujia Village
East-southe
ast 978 62 290
18
Shangrao
County
Zhaotou
Town Fujia Village Beigong Village
East-southe
ast 2878 90 392
19
Zunqiao
Village
Zhouwu
Village
Shang Huangwu
Village
West-south
west 1498 71 356
20 Huangwu Luojia
Village
West-south
west 2029 150 798
21 Xia Wutang
Village
West-south
west 2085 110 521
22
Zunqiao
Village
Gao Shanqiao
Village
West-south
west 2874 30 125
23 Wu Jiatang
South-sout
hwest 2655 130 453
24 Da Shanpai
Village
South-sout
hwest 2166 20 85
25 Wa Yaodi Village
South-sout
hwest 1521 21 88
26 Kengdi Village
South-sout
hwest 3000 282 1206
27 Peng Jiashan
South-sout
hwest 2700 150 552
28 Jielu Village
South-sout
hwest 2761 120 453
29
Eng’shan
Village
Qiaotou Village South-sout
hwest 2918 60 208
30 Eng’shan Village
South-sout
hwest 2819 134 507
31 Xia Huashan
Village
South-sout
hwest 2710 48 210
32 Zunqiao
Village Fang Village South 1393 160 796
35
33
Zhaotou
Town
Zhoushi
Village
Luo Siwan
Village
South-sout
heast 1589 78 355
34 Zhoujiashan
Village
South-sout
heast 1849 260 1050
35 Xiaojia Village
South-sout
heast 1985 172 656
36 Shigu Village
East-southe
ast 2342 90 420
37 Qianshan Village
East-southe
ast 2343 95 430
38
Maowan Village
Wanli Village East-southe
ast 3048 136 628
39 Maowan Village
East-southe
ast 3010 78 466
40 Wandi Village Southeast 2854 129 588
41 Hou Mentang Southeast 3068 120 1527
42 Maowan Village Southeast 2951 96 496
43
Maopeng Village
Jijia Village Southeast 3098 82 369
44 Guantang Village Southeast 2977 111 462
45 Maopeng Village Southeast 3073 79 326
46 Wang Botang
South-sout
heast 2972 61 256
47 Dongshan
Fenchang Village You Maba
South-sout
heast 3093 120 500
Table 1-7-6 Environmental Protection Targets(Schools, Hospitals and Nursing Homes)
N
o
.
Distr
ict
and
Coun
ty
Town
ship
Administr
ative
Village
Natural
Village Name
Orientati
on
Distance
from the
Oil Depot
Area (m)
Number of
Teachers/D
octors/Nursi
ng workers
Number
of
Students
/Beds/th
e
Elderly
1
Xinz
hou
Distr
ict
Subdi
strict
Office
of
Maoji
aling
Tashui
Village
Huangjia
Shantou
Village
Tashui
Primary
School
East-northe
ast 1429 9 110
2
Zhoutian
Village
Village
Committee
Zhoutian
Primary
School
North-north
east 2826 13 130
3
Xia
Zhoutian
Village
Maojialing
Nursing
Home
North-north
east 2189 20 81
4 Shan
grao
Coun
ty
Zhaot
ou
Town
Maopeng
Village
Wang
Botang
Dongchai
Primary
School
South-south
east 2972 9 181
5 Maowan
Village
Maowan
Village
Maowan
Primary
School
Southeast 2951 26 470
36
6 Hou
Mentang
Maowan
Health Center Southeast 3068 12 20
7
Zunqi
ao
Villag
e
Zhouwu
Village
Huangwu
Luojia
Village
Luojia
Teaching
School
West-south
west 2029 1 22
8 Zunqiao
Village
Kengdi
Village
Zunqiao
Central
Primary
School
South-south
west 3000 39 620
9
Eng’shan
Village
Eng’shan
Village
Zunqiao
Health Center
South-south
west 2819 28 19
1
0
Xia
Huashan
Village
Zunqiao
Nursing
Home
South-south
west 2710 2 12
1
1
Qiaotou
Village
Eng’shan
Primary
School
South-south
west 2918 9 140
1.7.2 Ecological Protection Targets of the Airport
It is found via field survey that there are 3722 Camphor Trees, the national
secondary protection species, distributed on the project area. Moreover, there are no
other nationally and provincially preserved wild plants in the forest land of the
project.
1.7.3 Power Engineering Protection Targets
The local circuit of power engineering involved in the project has not been
determined. After the preliminary survey, identified the following protection
objectives. Once the power engineering final line identifying, EIA staff will perform a
detailed exploration. The environmental assessment of this part is included into
environmental management framework.
(1) 110kV Maozhao Line Moving Project of Sanqing Mountain Airport
Key sensitive sites and protection targets are shown in table 1-7-1.
Table 1-7-7 Distribution of Environment Sensitive Targets
Project Name Environmental
Protection Targets Orientation and Distance
Number of Households and
People Impacted
110kV Maozhao Line
Moving Project of
Sanqing Mountain
Airport
Liaojia Village On the east side of the line,
40m
12 Households, about 43
people
Xiao Nantang On the east side of the line,
25m 6 Households, about 22 people
Gao Jiashan
Village
On the south side of the
line,13m 6 Households, about 21 people
Hou Mentang On the west side of the 18 Households, about 67
37
line,80m people
Maopeng Village On the west side of the
line,70m
11 Households, about 42
people
Gao Beiqiu On the east side of the line,
45m 8 Households, about 35 people
Zhoujia Village On the south side of the
line,22m 7 Households, about 26 people
(2) 110kV Wangzhao Line Moving Project of Sanqing Mountain Airport
Major sensitive sites and protection targets identified in the key assessment
scope are shown in Table 1-7-8.
Table 1-7-8 Distribution of Environment Sensitive Targets
Project Name Environmental
Protection Targets Orientation and Distance
Number of Households and
People Impacted
110kV Wangzhao Line
Moving Project of
Sanqing Mountain
Airport
Maojialing On the east side of the line,
12m 7 Households, about 29 people
Xiao Nantang On the west side of the
line,20m 5 Households, about 18 people
Hou Mentang On the west side of the
line,100m
18 Households, about 67
people
Maopeng Village On the west side of the
line,95m
11 Households, about 42
people
Gao Beiqiu On the east side of the line,
35m 8 Households, about 35 people
Shanggao Village On the south side of the
line,19m 4Households, about 17 people
Qi Ganding On the south side of the
line,20m 8Households, about 33 people
(3) New Construction of Changing Maojialing to Airport 10kV Line
Major surrounding environmental protection targets are shown in table 1-7-9.
Table 1-7-9 Distribution of Environment Sensitive Targets
Project Name Environmental
Protection Targets Orientation and Distance
Number of Households and
People Impacted
New Construction
of Changing Maojialing
to Airport 10kV Line
Caijia Tianpeng Village On the south side of the
line,20m
12Households, about 43
people
Xiao Nantang On the west side of the
line,25m 6Households, about 22 people
Zhoutian Village On the west side of the
line,22m 6Households, about 21 people
(4) New Construction of Changing Zhaotou to Airport 10kV Line
Major surrounding environmental protection targets of the project are shown in
Table 1-7-10.
Table 1-7-10 Distribution of Environment Sensitive Targets
Project Name Environmental Protection Orientation and Distance Number of Households
38
Targets and People Impacted
New Construction
of Changing Zhaotou to
Airport 10kV Line
Qi Ganding On the south side of the
line,28m
8Households, about 33
people
Shanggao Village On the south side of the
line,25m
4Households, about 17
people
Xiaojia Village On the southwest side of
the line,15m
4Households, about 15
people
Shigu Village On the northeast side of the
line,15m
7Households, about 25
people
Tashui VillageXujia
Village
On the north side of the
line,20m
6Households, about 22
people
1.8 Assessment Priority
(1) Prediction and Assessment on Impact of Aircraft Noise;
(2) Ecological Impact Assessment and Impact Analysis on Water and Soil losses;
(3) Pollution Prevention Measures and Feasibility Study.
1.9 Assessment Period
(1) Construction Period: The project construction period starts from 2012 to
2015.
(2) Operation Period: Predicted target year is 2020.
39
2 Project Overview
2.1 Project Goal
The project construction objectives are to improve regional airport layout,
improve the local comprehensive transportation condition, society of simulative place
economy and tourism development, and improve the emergency rescue and disaster
relief and emergency aviation security. Shangrao Airport properties for domestic
feeder machine field, a small airport, major service in the eastern region of Jiangxi
Province’s tourism, official and business activities, and taking into account the
protection of disaster relief and general aviation business development. The
application of models for the B737 series, A320 series C aircraft and domestic
regional aircraft. Recently to opened to Beijing, Shanghai, Guangzhou, Wuhan,
Changsha Airport routes.
2.2 Project Description
The new Shangrao Airport project includes airport project, an external
supporting engineering and related engineering. Construction details are shown in
Table 2-1-1, the airport layout plan is shown in Figure 2-1-2.
Table 2-1-1 Summary Sheet of Major Items of the Project
Project Content Project description Remark
1. Airport Projects 1. Runway and Taxiway:Construct 1 runway , 2400m in length and
45m in width, Construct 1 taxiway, 208.5m in length and 23m in
width, including a vertical contact way.
2.Apron:an apron with 5 seats (5C), and the size of the apron is
290m×130m.
3.Terminal building and Parking area :Construct a Terminal
building of 6000m2 and a parking lot of 6000 m2.
4. Storage and Transportation:Construct a 400 m2 cargo storage
house, a 500 m2 loading and unloading stacking yard and a 100 m2
parking lot.
5.Oil Supply:The oil depot of the airport is equipped with 2 ground
lying steel aviation fuel storage tanks of 100 m3, 1 bottom tank of 5
m3. Build an automobile service station of 150 m2, equipped with 4
buried Horizontal tanks of 25 m3 and 4 tanker aircrafts.
6.Drainage : Construct 8 substitute discharge outlets for
storm-water, 1box culvert and airport storm-water pipe network.
7.Sewage treatment:Construct 1 sewage treatment station with a
processing capacity of 10m3/h, and airport sewage water pipe
World Bank loan
projects
40
network.
8.Refuse disposal:Build a Refuse Temporary Storage Station of 50
m2.
9.Water supply:Construct a water supply station of 350 m2, a
reinforced concrete tank of 300 m3, and a fire tank of 500 m3. The
length of the on-site water mains is about 2.5km.
10.ATC:Build a air traffic control tower, that is about 24m high.
11.Other auxiliary facilities include: Navigation Engineering
( Navigational Lighting Engineering, Approach Instrument
Landing System, Meteorological Engineering, Communication
Engineering etc.), a air-condition room of about 300 m2, a 800 m2
Airport Center substation and office etc.
2. off-site and
related projects
(airport access
road and
auxiliary
pipeline
projects)
1. Construct an access road with 4.65km in length.
2. 7.6km long water supply pipeline (DN500).
3. Build 5km long gas supply pipeline along access road.
4. Build 10km long sewage pipeline along access road.
5. 7.5km long 10KV line from Maojialing transformer station to
Airport.
6. 8km long 10KV line from Zaotou transformer staiton to Airport.
7. Relocation of about 15km 110kv Maojialing-Zaotou high
voltage line.
8. Relocation of about 12.8km relocation for 110kv Wang-Zaotou
high voltage line.
Non-WB-loan
projects
2.3 Forecast of aviation volume and traffic volume of airport
2.3.1 Air Traffic Forecast and Analysis
(1) Aircraft Type Classification and Aircraft Type Combination
See Table 2-3-1 and Table 2-3-2 for the aircraft types and combinations that are
expected to take-off and land on Shangrao airport in the future.
Table 2-3-1 Aircraft Type Classification Scheme
Category Representative Type No. of Seats
B ERJ145,CRJ200 50
C B737,A319,A320 150
Table 2-3-2 Forcasted Statement of Aircraft Type Combinations
Year Aircraft Type Percentage (%)
B C
2015 (Acceptance Year) 15 85
2020 (Target Year) 15 85
(2) Air Traffic
See Table 2-3-3 for Air traffic forecast results of Shangrao airport.
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Table 2-3-3 Summary Sheet of Air Traffic Forecast
No. Item Year 2020
1 Annual Passengers Volume (10,000 pax) 50
2 Annual Cargo Volume (tons) 3000
3 Annual Aircraft Movements (flights) 4800
4 Peak Hour Aircraft Movements (flights) 4
5 Peak Hour Passengers Volume (pax) 374
6 Terminal Area (m2) 6000
7 Seats (pc) 5(5C)
8 Cargo Storage Area (m2) 300
9 Parking Area(m2) 5000
2.3.2 Forecast of airport road traffic volume
According to the project design document data and field investigation, the engineering of the
model coefficients are small cars accounting for 43.1%, medium-sized car 38.9%, large truck 18%,
hour traffic circadian ratio is about 2:1, various kinds of traffic are shown in Table 2-1-5.
Table 2-1-5 Table for traffic volume forecast
Name 2012 2022 2032
Airport avenue (day) 2978 10123 11605
Airport avenue (hour) 243 826 947
2.4 Amount of land requisition and relocation
Airport projects involving a total of 14 households by removal of demolition, the airport
project office is responsible for the implementation of resettlement work, placement in airport
planning and placement points, covering range involving a total of 137 graves of migration,
monetary compensation, involving grave migration of farmers in the 800 yuan/grave
compensation, farmers own grave migration.
(1)structure demolition
Total demolished area: 5760.99 square meters.
16 households are affected by house demolition, with 76 affected people. All the demolished
structures belong to private households, including 14 residential houses and 2 structures for
non-residential purpose. None of the demolished structures are used for business purposes.
(2)Land acquisition
The to-be-acquired land for this project is 2241.9mu in total, including 383.75mu cultivated
land and 1858.15mu non-cultivated land. All the to-be-acquired lands are collective-owned lands.
The land acquisition and house demolition in the airport project involved 498 households and
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2,479 people in total.
2.5 Construction plan
According to the project schedule, from approval of project, use four years of
time to complete the construction of airport. The work that should be completed in
four years includes:
1. Early work
2. Design stage
3. Construction stage
4. Final Acceptance
The above refers to four stages of the airport construction in order to hold to
capital construction program, below the premise that assures project quality shorten
time limit for a project, should be scientific and rational arrangement of construction
schedule, the individual stages should be advanced or the necessary cross. See Fig.
2-1-3.
Environmental Impact Statement of Newly Built Shangrao Sanqingshan Airport of Jiangxi Province
43
Fig. 2-1-3 Shangrao Airport Construction Plan Image Figure
44
3. Regional Environmental Summary and Investigation and
Evaluation of Environmental Quality Status
3.1 Regional Environmental Summary
3.1.1 Regional Geographical Location
Shangrao County is located in the eastern part of Shangrao district, the
northeastern part of Jiangxi Province and upstream of Xinjiang. It is located at
28°23′00″-28°39′00″N and 117°55′00″-118°00′00″E; the total area of Shangrao City
is 308.97 square kilometers.
Shangrao County of Shangrao City is located in the northeastern part of Jiangxi
Province and upstream of Xinjiang River, at 27°58′-28°50′N, 117°41′-118°14′E. It
borders Xinzhou District, Yushan County, Guangfeng County of Shangrao City in the
east, Pucheng County, Wuyi Mountain City of Fujian Province in the south, Qianshan
County, Hengfeng County in the west and Dexing City in the north. Shangrao County
is 132m long from north to south and 45km from east to west. The total area is
2240m2, of which urban area accounts for 10.9m
2.
Xinzhou District of Shangrao City is located in the northeastern part of Jiangxi
Province, at 117°55′46″-118°09′44″E and 28°25′15″-28°38′34″N. The altitude of
Xinzhou District is between 63-509m. It borders Guangfeng County, Yushan County
and Shangrao County. Xinzhou District is about 21km long from east to west and
24km wide from south to north. The total area of Xinzhou District is 30870 hectares,
of which urban area accounts for 962 hectares.
The site of the proposed airport is located in Hou Mentang, under the jurisdiction
of Shangrao County Zunqiao Village, Zhaotou Town and Xinzhou District Maojialing
Township. It is located in the south of Shangrao downtown area, about 8km away
from the downtown area in a straight line and about 16km away from the highway.
3.1.2 Geological Conditions and Topography
(1) Geological Conditions
Shangrao City is located at the intersection of the southern fringe of the east-west
uplift belt of Jiuling and Class A uplift belt of Mount Wuyi in the Neocathaysian
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structural system. Subjected to a number of crustal movements since Sinian, the
structural feature of different directions, different scales, different natures, and
different periods are well developed. But as the crustal stress undergoes no change,
the above structure still diverges along the same direction and forms its own specific
structural system, which can be divided into: east-west structural system (east-west
folded-uplift belt of Kuqiao, east-west folded down-wrapping belt of Xinjiang River),
south-north tectonic zone, north-east structure-the earlier Neocathaysian structural
system, north-east structure-the later Neocathaysian structural system, NEE
structure-the Neocathaysian structural system (Geyuan-Linjiang Lake, multiple
synclinal, Puqian-Qingshui Pond Synclinal, etc.), and shear structural system, 7
structural systems or structural belts from west to north.
The field area of the proposed airport exposed the Quaternary Pleistocene (Q4),
upper Hekou Fm2s and lower Hekou Fm2s of the Cretaceous system and Maodian
formation. According to the lithology, the stratum of the field area can be divided into
two categories: the Quaternary system is divided into top soil, silt and gravel silty clay,
etc; the Cretaceous system is divided into argillaceous sandstone, siltstone, coarse
sandstone and sandy conglomerate, and nine subhorizons based on the degree of rock
weathering. According to the initial exploration and drilling and regional surveys, no
large-scale fault (broke) tectonics are found in the field area of Shangrao Sanqing
Mountain airport. The rock fracture mainly includes bedding surface fissures,
weathering fissures and a small amount of secondary structural fissures. Weathering
fissures are mostly filled with mud and other fissures are filled with mud or iron,
calcarinate. Fissure development degree is weak to moderate.
(2) Topography
Hills, valleys and plains are the major landscape types of Shangrao City, and
make it a hilly area. A branch of Huai Yushan, The hills area in the north and east has
Jiangjun Mountain, Fanjing Mountain, Niutou Mountain, Huangjian Mountain,
Qingjin Mountain and Muzhou Montain, etc, of which the general altitude is
150-200m, and Huangjian Mountain has the highest altitude of 594.3m; Qingjin
Montain is secondary to Huangjian Mountain with an altitude of 416.6m. The
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southwest and northwest areas are low hills and downlands with an altitude of
50-100m. Besides the two banks of Xinjiang River, Yushan River, Fengxi River, and
Raobei River are Shaxi, Lingxi and Maojialing valleys and plains.
The landform unit of the proposed airport area is erosional low hills, low-lying
and subdued. The maximum elevation is 114.609m, the minimum elevation is
85.134m, and the maximum altitude difference is 29.475m; the valley incision is
shallow with a gradual slope, the slope angle generally is 5-10°, and the maximum
gradient is approximately 27°; the airport field is favorable for bedrock exposure, the
land types mainly include bare lands, followed by forestlands, dry land, paddy field,
villages and ponds.
3.1.3 Hydrology
(1) Surface Water
The river valley of Shangrao City generally belongs to Yangtze River Basin,
Poyang Lake area. According to the principle of watershed division stipulated in
“Water Resources Utilization in Jiangxi Province” (prepared by Jiangxi Water
Planning and Design Institute, printed by Nanchang Ganshui Pringint Plant in October
1986), Shangrao City belongs to Xinjiang River valley. It is a small administrative
area, so the water resources mainly characterize in foreign water, its own water yield
is small, and the average annual runoff is only 356.5 million m2.There are 6 rivers
flowing through the city, mainly Xinjiang River and its main tributaries-Yushan River
and Fengxi River.
The proposed airport site is about 4km away from Fengxi River in the east in
straight line, about 5km away from Fengxi River in the north in in straight line, and
about 7km away from Xinjiang River in the west in in straight line. The water system
is not well developed here with only a few ponds (25 in total) for local agricultural
irrigation and life use.
(2) Ground Water
Groundwater of Shangrao City mainly shows zonal distribution in the gravel
pores on both banks of Xinjiang River, Yushan River, Fengxi and Raobei River. It
belongs to pore-space water in loosening rocks in abundance. The depth of
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groundwater is between 0.5 to 5.0m. The water level and water yield changes along
with the seasonal changes, the hydraulic gradient during the rainy season and dry
season is 2.49m. The water yield of single-hole drilling (borehole diameter 1.5m) is
400-1600m3/d. The water quality is good, mainly calcium carbonate type of water,
degree of mineralization is generally lower than 0.5g/L; pH value is moderate, 6-7.
The groundwater recharge mainly depends on rainfalls and direct permeation of
surface water through the overlying acid soil. In general, groundwater recharges the
river; In the event of flood or the extraction of groundwater, river water recharges
groundwater. Per the estimation of groundwater resources based on Shangrao City
1:200,000 Regional Hydrogeologic Survey Report issued by Northeastern Jiangxi
Geological Surveying Team, Bureau of Geology and Mineral Resources, the average
total reserves are approximately 57 million m3. The surface water resources within the
boundaries are abundant, so generally groundwater resources are left unused, except
that individual regions may need to use groundwater in special drought years;
Groundwater of the proposed airport site mainly occurs in the pebbly clay pores
of low-lying land and the fissures of strong weathered bedrocks. It is perched water
and bedrock fissure water, the above-mentioned rock beds is weak in the water yield
property and permeability, and thus classified as poor aquifer. According to the
drilling, exploration and survey, most boreholes do not contain groundwater.
Groundwater only occur in the pores of low-lying areas, the average depth of 24h
observed fixed level is around 0.2m, and the source of recharge comes from rainfalls
and irrigation water. The water level rises and declines along with the seasonal
climate changes, the annual change range is generally between 0.20 and 0.50m. The
runoff route is relatively short and has the feature of recharge on the spot. The
hydrogeological conditions of the airport site are simple. The airport site belongs to
subtropical climate zone, all rock and soil layers are classified as poor aquifer and the
environmental type of the site is Class III.
3.1.4 Climate and Weather
Shangrao City is in the subtropical humid monsoon climate zone, blessed with
plentiful rainfall, a mild climate, adequate sunlight, four distinct seasons, and a long
48
frost-free period, suitable for subtropical crops growth. The annual average
temperature is between 16.7°C and 18.3°C, the annual average precipitation is
1901mm, the annual average sunshine duration is 1781 to 2098 hours, and the annual
frost-free period lasts for 25l to 274 days. Because of the warm climate, adequate
sunlight, plentiful rainfall and long frost-free period, the crops are growing
exuberantly. Northeasterlies and north to northeasterlies are prevailing each year, but
affected by the monsoon, there are seasonal differences: north to northeasterlies are
prevailing in spring and winter, while south to southwesterlies are prevailing in
summer and autumn, the accumulative average wind speed is 1.4m/s.
The temporary weather station of Hou Mengtang Site of the proposed airport is
located in Zunqiao Village, central of Shangrao County. The coordinate of the
observation site is (E117°58′, N28°22′), and the altitude is 112m. Established in
March 2010, the observation period of the weather station started from March 2010 to
August 2011, and the meteorological date supply period started from April 2011 to
August 2011. It can be seen from the wind data that east to northeasterlies and
northeasterlies are the prevailing wind directions, accounting for 10.5% and 8.5% of
the annual wind directions respectively. The wind speed is low. According to the
temperature, humidity and rainfall data of the temporary weather station, the average
annual temperature is 17.7°C, the mean monthly maximum temperature is 35.7°C, the
mean monthly minimum temperature is 1.0°C, the annual extreme maximum
temperature is 39.6°C, and the annual extreme minimum temperature is-4.7°C. The
maximum daily rainfall is approximately 183.5mm, rainfall is plentiful. Hou Mentang
temporary weather station is now an unmanned automatic station, so it can only
collect basic information like wind direction, wind speed, temperature, humidity and
rainfall, etc. The manual observation items like visibility, cloud height, thunder and
lightning, ice rain, hail stone, mist, lightning are not available with the existing
facilities. Shangrao city’s annual climate data are shown below:
Table 3-1-1 Table for statistics of monthly average wind speed for years in succession Unit:
m/s
Month 1 2 3 4 5 6 7 8 9 10 11 12 Average annual
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Average wind speed 1.3 1.3 1.3 1.3 1.2 1.1 1.2 1.2 1.1 1.0 1.1 1.1 1.2
Shangrao City has an average temperature of 18.1°C, year highest temperature
appeared in July, the average temperature is 28.9°C, the lowest temperatures occur in
January with average temperature of 6.1°C. See Table 3-1-2 for statistical results of
average temperature for each month.
Table 3-1-2 Table for statistics of monthly average temperature for years in succession
Unit: °C
Month 1 2 3 4 5 6 7 8 9 10 11 12 Average annual
Average temperature 6.1 8.6 12.0 17.7 22.4 25.2 28.9 28.3 25.2 19.9 13.9 8.5 18.1
See Table 3-1-3 and Figure 3-1-1 for statistics of each wind direction frequency
of Shangrao City for many years.
Table 3-1-3 Table for statistics of each wind direction frequncy for years in succession
Unit: %
Wind
direction N NNE NE ENE E ESE SE SSE S SSW SW WSW W
WN
W NW NNW C
Frequency 11 11 12 5 3 5 3 2 2 2 5 4 3 1 1 2 28
By Table 3-1-3 and Figure 3-1-1, Shangrao City Frequency knowable, the wind
three wind angle and the biggest are N, NNE, NE directions, sum of three wind angles
wind frequency is equals to 34%, according to relevant provisions of Guidelines for
Environmental Impact Assessment Atmosphere Environment (HJ 2.2-2008) related to
dominant wind direction, N-NE direction is dominant wind direction of the project.
0
5
10
15N
NNE
NE
ENE
E
ESE
SE
SSE
S
SSW
SW
WSW
W
WNW
NW
NNW
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Figure 3-1-1 Wind Rose Diagram of Shangrao City
3.1.5 Natural Resources
(1) Mineral resources
Shangrao City is rich in natural resources with over 70 discovered mineral
recourses. It is a key mineral resource reserve of Jiangxi Province. Dexing Copper
Mine, whose reserves are No.1 in China, is the largest copper mine in Asia, with its
gold and silver reserves accounting for over 86.6% and 65% of the total reserves of
Jiangxi Province. Guangfeng phosphorite of Shangrao is one of the eight largest
phosphorites in the regions south of the Yangtze River. There are a great variety of
beautiful stones like granites, marble stones, and ink stones, etc, and the reserves of
these stones are up to 44 billion m3. The reserves of non-metallic mineral resources
like coal, limestone, china clay, and bentonite, etc. are very rich, and play an
important role in Jiangxi Province. Shangrao City has 4.59 million mu arable lands,
1.47 million mu grasslands, 3.48 million mu water land and 17 million mu forestlands.
There are over 320 rivers, larger or small, the theoretical reserves of water power is
1.17 million kW, of which 610,000 kW can be developed and utilized. The forest
coverage of the city is 51%. The main tree species include pine wood, China fir,
Camphor wood, and Castanopsis wood, etc. Tea-oil tree, tung oil tree, chestnut tree
and bamboo, found everywhere in the city, are major economic forest species. The
latest survey results issued by National Land and Resources Department of Jiangxi
Province in 2009 show that 10 tons of high-quality black talc were recently
discovered in Guangfeng County, Shangrao City of Jiangxi Province. Such reserves
ranked No.1 in the world.
(2) Animal and Plant Resources
According to the survey on the secondary forest resources in 1999, the city’s
total standing stock volume is 190, 275 m3, among which, the volume of Pinus
massonianas accounted for 56.4% of the total standing stock volume, 68.4% of the
total area; the volume of China firs accounted for 26.9% of the total standing stock
volume, 20.69% of the total area; the volume of slash pines accounted for 16.3% of
the total standing stock volume, 10.6% of the total area; and the volume of
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broad-leaved trees accounted for 0.39% of the total standing stock volume, 0.33% of
the total area. There are totally 65 families 147 species of woody plants in the city,
including 41 families 103 species of trees, 24 families 44 species of shrubs, 76
families 150 species of herbaceous plants, among which there are 27 families 41
species of wetland herbaceous plants and 49 families 109 species of mountain and
forest herbaceous plants.
Currently, Shangrao City has 10 families 15 species of mammal animals,
including 2 families 2 species of state-level protected animals, 4 families 7 species of
provincially protected animals, 6 families 6 species of not specially protected animals;
17 species of reptile animals, including 11 species of provincially protected animals.
In addition, there are 12 species of dielectric animals, 7 species of amphibians, 14
species of insets, 14 families 19 species of birds, among which 1 family 2 species are
national Grade 2 protected, 13 families 17 species are provincially protected, and 1
family 2 species are not specially protected ; and 10 families 64 types of natural fish.
3.1.6 Physical Cultural Resources
during the preparation of the EA, the EA team has conducted site survey for the
airport and the proposed access road and found that there is no physical cultural
resources protected at national, provincial, municipal or county level, except that there
are family tombs. Consultation with local cultural buears also confirms that there is no
cultural relics within the project site.
3.2 Social Environmental Characteristics
(1) Administrative Districts
There are 10 Counties, 1 City and 4 Districts under the jurisdiction of Shangrao
City, namely Shangrao County, Guangfeng County, Yushan County, Qianshan County,
Hengfeng County, Geyang County, Wuyuan County, Poyang County, Yugan County,
Wannian County, Dexing City, Xinzhou District,Sanjiang New District, Chengxi
Economic and Development Zone, and Xinzheng New District.
Table3-1-1 Administrative District of Shangrao City
District Area (km2) Population Government
Resident
Area under
Jurisdiction
52
Xinzhou District 308km2 530000 Sanjiang New
District
6 Streets 2 Towns 1
Township
Dexing City 2082 km2 320000 Yincheng Street 1Streets 5Towns 6
Townships
Shangrao County 2240 km2 700000 Xuri Street 2 Streets 11 Towns
10 Townships
Guangfeng County 1378 km2 770000 Yongfeng Street 3 Streets 16 Towns
4 Townships
Yushan County 1723 km2 550000 Bingxi Town 11 Towns 6
Townships
Qianshan County 2178 km2 420000 Hekou Town
7 Towns 10
Townships 2 Ethnic
Townships
Hengfeng County 655 km2 200000 Cenyang Town 2 Towns 6
Townships
Geyang County 1592 km2 360000 Gejiang Town 9 Towns 5
Townships
Yugan County 2326 km2 1090000 Yuting Town 6 Towns 14
Townships
Poyang County 4215 km2 1390000 Poyang Town 14 Towns 15
Townships
Wannian County 1140 km2 360000 Chenying Town 6 Towns 6
Townships
Wuyuan County 2947 km2 340000 Ziyang Town 10 Towns 6
Townships
(2) Traffic Overview
Highway: The total mileage of the City’s highway is 15877.261km, of which, the
State Roads account for 314.205km (2 State Roads), Provincial Highways account for
982.866km (17 provincial highways), County Roads account for 3247.322km (177
County Roads), Township roads account for 3407.888km (392 township roads),
Village roads account for 7898.89km (14245 Village roads) and Accommodation
highways account for 26.09km (6 Accommodation highways).
Waterway: The City has 9 existing ports (Poyang Port, Yugan Port, Wannian Port,
Geyang Port, Qianshan Port, Shangrao Port, Xinzhou Port, Yushan Port and Hengfeng
Port) currently. The cargo throughput via waterway is 3.542 million tons, passenger
throughput is 82, 9000 people. The City has 168 wharves, including 20 passenger
terminals and 148 freight terminals. The City has 330 ships, including 48 passenger
ships with 1166 seats and 282 cargo ships with 16029 tonnages.
53
Railway: Zhejiang-Jiangxi Railway, Hengfeng-Fuzhou Railway and
Anhui-Jiangxi Railway pass through Shangrao City. Jingfu High-speed Rail
(Beijing-Fuzhou), Hukun High-speed Rail (Shanghai-Kuming), Hefu High-speed Rail
(Hefei-Fuzhou), Hangchang High-speed Rail (Hangzhou-Nanchang-Changsha)
currently under construction will cross and form a hub of high-speed rails in Shangrao
City. It is planned that Jiujingqu Railway (Jiujiang-Jingdezhen-Quzhou), Jingtai
High-speed rail (Beijing-Taipei), the second Anhui-Jiangxi railway pass through
Shangrao in the future. Shangrao High-speed rail is under construction now in
Shangrao City.
(2) Economic Status
Total output value of the City in 2009 reached 72.85 billion yuan, an increase of
13.6%; total revenue in fiscal reached 8.35 billion yuan, an increase of 22.8%, of
which general budget revenue accounted for 4.81 million yuan, an increase of 31.2%;
fixed asset investment reached 61.24 billion yuan, an increase of 42.9%; the total
retail sales of social consumption products were 27.64 billion yuan, an increase of
19.4%; total volume of imports and exports reached $640 million, an increase of 16%,
of which exports accounted for $580 million, an increase of 23%; the per-capita
disposable income of urban residents reached 13, 989 yuan, an increase of 10.4%;net
income of farmer per capita reached 4,701 yuan, an increase of 8%.
(4) Tourism Resources
Shangrao has the most beautiful village of China-Wuyuan Village, 2 World
Natural Heritages-Sanqing Mountain and Guifeng; the Sleeping Beauty-Lingshan;
Yun Bifeng National Forest Park in downtown area, whose Yunbi Pavilion is the
highest point of the downtown area, where people can have a birdview of Xinjiang
and Poyang Lake in the west, benign and smiling, striking and picturesque; China’s
first natural reserve-“Poyang Lake Natural Reserve for Migratory Birds”. Currently,
Shangrao City has 11 tourist attractions that are rated as Grade A National Tourist
Resorts, of which Sanqing Mountain is rated as 5A scenic spot, Guifeng, Relic of
Shangrao Concentration Camp, Wuyuan Jiangwan, Wuyuan Dazhangshan, Wuyuan
Linyan Cave, Wuyuan Wengong Mountain, Wuyuan Yuanyang Lake are rated as
Grade 4A scenic spots, Wuyuan Scenic Spot, Guangfeng Nine Fairy Lake, Wannian
54
Shenlongyuan are rated as 3A tourist spots. Shangrao City has the most scenic spots
in Jiangxi Province. Lingshan has been successfully nominated as the 7th
national
scenic spot.
3.2.2 Current status of society and economy of evaluation area
3.2.2.1 Current status of tourism and public facilities
1) Current status of tourism
In 2010, the total tourism reception of Shangrao City reached 19868000
passengers with total tourism revenue of 14330000000 yuan. At present, the city has
tourism 40 star hotels, among them 7 are 4-star, 24 are 3-star; 123 travel agencies, 2
professional tourism transport companies; 2 tourism group companies, total assets of
nearly 10 billion yuan; tourism direct employees of 200000 and related employment
of 500000.
2) Current status of external transport facilities
Shangrao City has two national roads-320 and 206 that are crossing through;
railway includes Zhejiang-Jiangxi bifurcated, Anhui-Jiangxi line and Hengnan line, is
center with 1-3 hours travel from Shangrao, 4 airports-Changbei, Jingdezhen, Quzhou
and Wuyishan; in addition, a number of highways including Shanghai-Kunming,
Hangrui, Jingying and Dewu.
3) Current status of city public traffic
Shangrao City has 111 existing public transport vehicles, 12operation routes and
bus operating line length of 160 kilometers. The bus passenger volume is 11100000
person-time. There are 638 existing rental cars.
4) Current status of medical system
Shangrao City has 246 medical and health institutions at all levels and types,
averaging every 1000 people for 7.5 beds, medical staff average per 5.3 people.
3.2.2.2 Current status of water supply and drainage
Airport construction area relates to Shangrao Zaotou Town, Zunqiao Village, and
Shangrao City District Maojialing Street Maojialing Village, current status of regional
water supply and drainage is as follows:
1) water supply: current situation basically: popularization of tap water, by the
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township water supply plants . At the same time, the majority of farmers in the home
installed pressure water machine (water), as the water supplement.
2) drainage: city sewage network also not covered by the airport construction
area, therefore, the drainage method mainly includes, 1 natural leakage; 2 directly into
irrigation canals; 3 part region has built a special drainage ditch, pool, reservoir and
discharged into the river.
3.2.2.3 Current status of refuse treatment
Local residents refuse point stacking, regular landfill; located on the highway
along the dumping sites, by villages and towns sanitation by periodic loading
transport Shangrao City life refuse landfill processing.
3.2.2.4 Current status of power supply and air supply
Resident power supply uses local network, mainly from the 110KV Wangzao
Line and 110KV Maozao Line. Local situation is without gas pipeline. The main fuel
is coal, liquefied petroleum gas and a small amount of firewood.
3.2.2.5 Current status of agricultural irrigation
Farmland irrigation mainly uses the surrounding reservoirs and part pools, and
carries out irrigation through water conversancy supporting ditches. The surrounding
reservoirs and pools include Sanba reservoir, Xiaojiareservoir, Shigureservoir,
Qianshanreservoir, Huangwu reservoir (small type reservoir) and Irrigation Baimuling
reservoir, etc.
3.3 Regional Environmental Quality Survey and Evaluation
3.3.1 Ambient Air Quality Survey and Evaluation
3.3.1.1 Ambient Air Quality Monitoring
(1) Airport Monitoring Program
Set up three ambient air monitoring Sites at the airport area. See Figure 3-3-1 for
monitoring sites.
(i) Monitoring Sites
1#Monitoring Site: Tashui Xiajia Village
2#Monitoring Site Fang Village
3#Monitoring Site: Peng Jiashan
56
(ii) Monitoring Factor and Analysis Methods
Monitoring Factor: TSP, PM10, SO2, NO2, CO, NmHc
Take samples according to the requirements of Ambient Air Quality Standards
(GB3095-1996), and conduct monitoring analysis according to “Analysis Methods of
Environmental Monitoring of Ambient Air and Exhaust Gas” issued by National
Environmental Projection Administration.
(iii) Monitoring Period and Frequency
Monitoring Period starts from December 9, 2011 to December 15, 2011, keep
monitoring for 7 successive days.
Monitor no less than 12 hours successively each time for the daily average
concentration of PM10 and TSP; SO2 and NO2 monitoring include 1 hour
concentration and daily average concentration, monitor 1 hour concentration 4 times
per day at 02:00, 08:00, 14:00 and 20:00, and the sampling time shall be no less than
45min, successive sampling of daily average concentration shall be no less than 18
hours; monitor 1h concentration for NmHc, 4 times per day at 02:00, 08:00, 14:00 and
20:00.
Monitoring Frequency shall follow Ambient Air Quality Standards
(GB3095-1996) and relevant national specifications and requirements.
3.3.1.2Ambient Air Quality Evaluation
(1) Evaluation Methods
Evaluate by way of single pollution index.
In the formula: Pi: single pollution index.
Ci: I Pollution Factor Monitoring Concentration (mg/m3);
C0i: I Pollution Factor Standard Concentration (mg/m3).
(2) Evaluation Standards
Evaluate according to Level 2 standard of Ambient Air Quality Standards
(GB3095-1996); Evaluate NmHc by referring to 4.0mg/m3 of
concentration limit of
oi
ii
C
CP
57
fugitive emission monitoring in Comprehensive Emission Standard of Atmospheric
Pollutants (GB16297-1996).
(3) Monitoring and Evaluation Results
(i) Monitoring Results of Air Quality at the Airport
See table3-2-2 to table 3-2-6 for the monitoring statistics and evaluation results
of the pollutants of each monitoring site.
Table 3-2-2 Monitoring Statistics and Evaluation Results of SO2 Concentration per Hour
Monitoring
Point Item 02: 00 08: 00 14: 00 20: 00
1#
Concentration
Range(mg/m3) 0.007L-0.018 0.015-0.049 0.018-0.034 0.007L-0.042
Evaluation
Standards(mg/m3) 0.50
Evaluation Index 0.007-0.036 0.030-0.098 0.036-0.068 0.007-0.084
Overproof Up to the Standard
2#
Concentration
Range(mg/m3) 0.007L-0.015 0.007L-0.018 0.007L-0.020 0.007L-0.016
Evaluation
Standards(mg/m3) 0.50
Evaluation Index 0.007-0.030 0.007-0.036 0.007-0.040 0.007-0.032
Overproof Up to the Standard
3#
Concentration
Range(mg/m3) 0.007L-0.008 0.007L-0.016 0.012-0.024 0.007L-0.025
Evaluation
Standards(mg/m3) 0.50
Evaluation Index 0.007-0.016 0.007-0.032 0.024-0.048 0.007-0.050
Overproof Up to the Standard
Table 3-2-3 Monitoring Statistics and Evaluation Results of NO2 Concentration per Hour
Monitoring
Point Item 02: 00 08: 00 14: 00 20: 00
1#
Concentration
Range(mg/m3) 0.015L-0.066 0.015L-0.049 0.024-0.122 0.017-0.091
Evaluation
Standards(mg/m3) 0.24
Evaluation Index 0.031-0.275 0.031-0.204 0.100-0.508 0.071-0.379
Overproof Up to the Standard
2#
Concentration
Range(mg/m3) 0.015L-0.025 0.015L-0.052 0.015L-0.090 0.015L-0.046
Evaluation
Standards(mg/m3) 0.24
Evaluation Index 0.031-0.104 0.031-0.217 0.031-0.375 0.031-0.192
Overproof Up to the Standard
3# Concentration 0.015L-0.018 0.015L-0.073 0.015L-0.048 0.015L-0.028
58
Range(mg/m3)
Evaluation
Standards(mg/m3) 0.24
Evaluation Index 0.031-0.075 0.031-0.304 0.031-0.200 0.031-0.117
Overproof Up to the Standard
Table 3-2-4 Monitoring Statistics and Evaluation Results of CO Concentration per Hour
Monitoring
Point Item 02: 00 08: 00 14: 00 20: 00
1#
Concentration
Range(mg/m3) 1.25L
1.25L 1.25L 1.25L
Evaluation
Standards(mg/m3) 10.00
Evaluation Index 0.063 0.063 0.063 0.063
Overproof Up to the Standard
2#
Concentration
Range(mg/m3)
1.25L 1.25L 1.25L 1.25L
Evaluation
Standards(mg/m3) 10.00
Evaluation Index 0.063 0.063 0.063 0.063
Overproof Up to the Standard
3#
Concentration
Range(mg/m3)
1.25L 1.25L 1.25L 1.25L
Evaluation
Standards(mg/m3) 10.00
Evaluation Index 0.063 0.063 0.063 0.063
Overproof Up to the Standard
Table 3-2-5 Monitoring Statistics and Evaluation Results of NmHc Concentration per Hour
Monitoring
Point Item 02: 00 08: 00 14: 00 20: 00
1#
Concentration
Range(mg/m3) 0.04L
0.04L 0.04L 0.04L
Evaluation
Standards(mg/m3) 4.0
Evaluation Index 0.005 0.005 0.005 0.005
Overproof Up to the Standard
2#
Concentration
Range(mg/m3)
0.04L 0.04L 0.04L 0.04L
Evaluation
Standards(mg/m3) 4.0
Evaluation Index 0.005 0.005 0.005 0.005
Overproof Up to the Standard
3#
Concentration
Range(mg/m3)
0.04L 0.04L 0.04L 0.04L
Evaluation
Standards(mg/m3) 4.0
Evaluation Index 0.005 0.005 0.005 0.005
59
Overproof Up to the Standard
Table 3-2-6 Monitoring Statistics and Evaluation Results of Daily Concentration of All
Pollutants
Monitoring
Point Item SO2 NO2 CO TSP PM10
1#
Concentration
Range(mg/m3) 0.016 0.030 1.25L 0.076 0.046
Evaluation
Standards(mg/m3) 0.15 0.12 4.00 0.30 0.15
Evaluation Index 0.107 0.25 0.156 0.253 0.307
Overproof Up to the Standard
2#
Concentration
Range(mg/m3) 0.012 0.032 1.25L 0.055 0.028
Evaluation
Standards(mg/m3) 0.15 0.12 4.00 0.30 0.15
Evaluation Index 0.08 0.267 0.156 0.183 0.187
Overproof Up to the Standard
3#
Concentration
Range(mg/m3) 0.012 0.028 1.25L 0.068 0.039
Evaluation
Standards(mg/m3) 0.15 0.12 4.00 0.30 0.15
Evaluation Index 0.08 0.233 0.156 0.227 0.26
Overproof Up to the Standard
It can be concluded from table 3-2-2-5 that the monitoring values of 1h
concentration of all pollutants in each monitoring site do not exceed standards. The
monitoring values of NmHc are lower than 4.0mg/m3, and thus are up to the standard.
According to table 3-2-6, the daily monitoring concentration of SO2, NO2, TSP
and PM10 is up to the standard, the overall ambient air quality is good in this region.
The above monitoring results show that the ambient air quality is good in this
region.
(ii) Monitoring Results of Ambient Air Quality at the Airport Avenue and in
Pipelines Area
See table3-2-7 for monitoring results.
Table 3-2-7 Status Monitoring and Evaluation Results of Ambient Air Unit: mg/Nm3
Monitoring
Point
Sampling
Date
TSP SO2 PM10 NO2
Monitoring
Value
Single
Factor
Index
Monitoring
Value
Single
Factor
Index
Monitoring
Value
Single
Factor
Index
Monitoring
Value
Single
Factor
Index
A1 Sanjiang
Area
1st Day 0.102 0.34 0.039 0.26 0.039 0.26 0.013 0.16
2nd Day 0.1 0.33 0.041 0.27 0.041 0.27 0.015 0.19
3rd Day 0.106 0.35 0.038 0.25 0.04 0.27 0.014 0.18
60
4th Day 0.109 0.36 0.036 0.24 0.044 0.3 0.013 0.16
5th Day 0.101 0.34 0.041 0.27 0.041 0.27 0.014 0.18
6th Day 0.093 0.31 0.039 0.26 0.036 0.24 0.011 0.14
7th Day 0.097 0.32 0.038 0.26 0.04 0.27 0.011 0.14
A2Maojialing
Village
1st Day 0.107 0.36 0.04 0.27 0.039 0.26 0.014 0.18
2nd Day 0.11 0.37 0.042 0.27 0.041 0.27 0.013 0.16
3rd Day 0.111 0.37 0.04 0.27 0.04 0.27 0.012 0.15
4th Day 0.111 0.37 0.039 0.26 0.044 0.3 0.013 0.16
5th Day 0.108 0.36 0.043 0.29 0.041 0.27 0.015 0.19
6th Day 0.094 0.31 0.04 0.27 0.036 0.024 0.013 0.16
7th Day 0.102 0.34 0.038 0.25 0.04 0.27 0.011 0.14
A3 Wai
Zhoutian
1st Day 0.117 0.39 0.036 0.24 0.045 0.3 0.014 0.18
2nd Day 0.115 0.38 0.037 0.24 0.046 0.3 0.014 0.18
3rd Day 0.109 0.36 0.036 0.24 0.05 0.33 0.012 0.15
4th Day 0.115 0.38 0.035 0.24 0.044 0.3 0.012 0.15
5th Day 0.104 0.35 0.039 0.26 0.054 0.38 0.014 0.18
6th Day 0.096 0.32 0.038 0.26 0.037 0.25 0.013 0.16
7th Day 0.1 0.33 0.037 0.25 0.04 0.27 0.014 0.18
A4Shang
Huangwu
Village
1st Day 0.11 0.37 0.035 0.24 0.041 0.27 0.014 0.18
2nd Day 0.109 0.36 0.036 0.24 0.044 0.3 0.015 0.19
3rd Day 0.117 0.39 0.036 0.24 0.047 0.31 0.013 0.16
4th Day 0.113 0.38 0.039 0.26 0.045 0.3 0.013 0.16
5th Day 0.111 0.37 0.038 0.26 0.05 0.33 0.014 0.18
6th Day 0.105 0.35 0.038 0.26 0.038 0.23 0.013 0.16
7th Day 0.113 0.38 0.037 0.25 0.04 0.27 0.013 0.16
According to the ambient air monitoring statistics and the calculation results of
standard index at the monitoring sites of the assessed Areas, the analysis and
evaluation of the ambient air quality of the assessed Areas are as follows:
The daily average monitoring values of TSP, PM10, NO2 and SO2 in the assessed
Areas are up to Level 2 standard of “Ambient Air Quality Standards” (GB3095-1996),
and the pollution index of the daily monitoring values of all factors are lower than 1,
and all these show that the ambient air quality of the assessed Areas are good.
3.3.2 Survey and Evaluation of Surface Water Environmental Quality
3.3.2.1 Monitoring of Surface Water Environmental Quality
(1) Monitoring Program of Underground Water Surrounding the Airport
(i) Monitoring Sites
1#Section: No.1 Tributary of Xinjiang River, 500m upstream of the airport
2#Section: No.1 Tributary of Xinjiang River, 1000m downstream of the airport
3#Section: No.2 Tributary of Xinjiang River, No.1 Tributary of Huiru River,
61
500m upstream of the river month
4#Section: No.2 Tributary of Xinjiang River, No.1 Tributary of Huiru River,
1000m downstream of the river month
5#Section: Fengxi River, 500m upstream of the airport
6#Section: Fengxi River, 1000m downstream of the airport
See Figure3-2-1 for the monitoring sections.
(ii) Monitoring Factors
pH, Dissolved oxygen, Permanganate Index, Chemical Oxygen Demand, BOD5,
Ammonia Nitrogen, TP, Volatile Phenol, Petroleum , Anionic Surface Active Agent,
Fecal Coliform.
(iii) Monitoring Time and Frequency
Monitoring Time and Frequency: 2 days from December 6, 2011 to December 7,
2011, sampling twice a day, in the morning and in the afternoon respectively.
(v)Sampling and Analysis Methods
Take samples and analyze according to the requirements of Environment Quality
Standard of Surface Water (GB3838-2002).
3.3.2.2 Assessment of Surface Water Environmental Quality
(1) Environmental Quality Assessment of Surface Water Surrounding the Airport
(i) Monitoring Results
See table 3-2-9 for the monitoring results of surface water.
Table 3-2-9 A List of Monitoring Statistics and Evaluation Results Unit: mg/L, except pH value
Item pH Dissolved
oxygen
Chemical
Oxygen
Demand
Biochemical
Oxygen
Demand
Petroleum
Anionic
Surface
Active
Agent
Permanganate
Index
Volatile
Phenol TP
Ammonia
Nitrogen
Fecal
Coliform
(pc/L)
1#
Average
Value 7.59 10.15 18.25 2.45 0.02 0.050L 2.40 0.0003L 0.01 0.23 330.00
Standard
Index
Up to
the
Standard
Up to the
Standard 0.91 0.61 0.40 0.13 0.40 0.03 0.05 0.23 0.03
2#
Average
Value 7.43 9.90 13.00 2.40 0.02 0.050L 2.06 0.0003L 0.03 0.34 340.00
Standard
Index
Up to
the
Standard
Up to the
Standard 0.65 0.60 0.40 0.13 0.34 0.03 0.15 0.34 0.03
3# Average
Value 7.78 10.00 12.23 2.06 0.03 0.07 1.93 0.0003L 0.04 0.46 460.00
62
Standard
Index
Up to
the
Standard
Up to the
Standard 0.61 0.52 0.60 0.35 0.32 0.03 0.20 0.46 0.05
4#
Average
Value 7.52 10.20 9.68 2.06 0.02 0.10 1.59 0.0003L 0.03 0.56 490.00
Standard
Index
Up to
the
Standard
Up to the
Standard 0.48 0.52 0.40 0.50 0.27 0.03 0.15 0.56 0.05
5#
Average
Value 7.68 10.10 13.45 2.40 0.03 0.07 2.29 0.0003L 0.03 0.67 330.00
Standard
Index
Up to
the
Standard
Up to the
Standard 0.67 0.60 0.60 0.35 0.38 0.03 0.15 0.67 0.03
6#
Average
Value 7.73 10.10 11.95 2.11 0.03 0.08 2.69 0.0003L 0.03 0.67 430.00
Standard
Index
Up to
the
Standard
Up to the
Standard 0.60 0.53 0.60 0.40 0.45 0.03 0.15 0.67 0.04
CLASS III
Standard
Value
6-9 ≥5 ≤20 ≤4 ≤0.05 ≤0.2 ≤6 ≤0.005 ≤0.2 ≤1.0 ≤10000
(ii) Assessment Results
It can be concluded from Table 3-2-9 that the monitoring factors of the 6
monitoring sites show no sign of not up to the standard. The environmental quality of
surface water is good.
3.3.3 Groundwater Environmental Quality Survey and Assessment
3.3.3.1 Groundwater Environmental Quality Monitoring
(1) Monitoring Sites:
3 monitoring sites are established for environmental quality monitoring of ground
water. See Figure3-2-1 for the monitoring sites.
1#Monitoring Point: Fang Village;
2#Monitoring Point: Tashui Xiajia Village;
3#Monitoring Point: Shidi Village;
(2) Monitoring Factor:
pH, Permanganate Index, Total Coliforms, Ammonia Nitrogen, Total Hardness,
Anion Synthetic Detergent, Volatile Phenols, and measure the depth of ground water
simultaneously.
(3) Monitoring Time and Frequency:
Monitoring Time and Frequency: Monitor for 3 successive days, from December
63
6 to December 8, 2011, sampling once a day.
(4) Sampling and Analysis Methods:
Take samples and analyze according to the requirements of “Quality Standards of
Ground Water” GB/T14848-93.
3.3.3.2 Groundwater Environmental Quality Assessment
See Table 3-2-7 for evaluation results of ground water.
Table 3-2-7 Monitoring Statistics and Evaluation Results of Ground Water
Item
1# 2# 3# Standard
Value Average
Value
Standard
Index
Average
Value
Standard
Index
Average
Value
Standard
Index
pH Value 7.67 Up to the
Standard 7.53
Up to the
Standard 7.62
Up to the
Standard 6.5-8.5
Total Hardness 264.7 58.8% 267.3 59.4% 104 23.1% ≤450
Permanganate
Index 1.1 36.7% 1.39 46.3% 1.65 55% ≤3.0
Ammonia
Nitrogen 0.114 57% 0.215 107.5% 0.053 26.5% ≤0.2
Anion Synthetic
Detergent 0.050L
Up to the
Standard 0.050L
Up to the
Standard 0.050L
Up to the
Standard ≤0.3
Volatile Phenols 0.0003L Up to the
Standard 0.0003L
Up to the
Standard 0.0003L
Up to the
Standard ≤0.002
Total Coliforms 3L Up to the
Standard 3L
Up to the
Standard 3L
Up to the
Standard ≤3.0
It can be seen from table 3-2-7 that all monitoring sites meet Class III standards
of “Groundwater Quality Standards” (GB/T14848-93), except that Ammonia
Nitrogen of Tashui Xiajia Village are overproof. The main reason of high
concentration of Ammonia Nitrogen in Tashui Xiajia Village that the sampling well is
close to the farmlands and residential neighborhood where there are certain
agricultural pollution and domestic sewage pollution so that the water quality is
affected to some extent.
3.3.4 Survey and Assessment of Acoustic Environment Quality
3.3.4.1 Monitoring of Environmental Noise Status
(1) Monitoring Program of Acoustic Environment of the Airport Areas
6 monitoring sites are established this time, mainly established at the sensitive
points in the assessed Areas.
(i) Monitoring Sites:
64
1#Zhouwu Village: on the extended centerline of the runway at the southwest of
the airport;
2#Xia Wutang Village: on the extended centerline of the runway at the southwest
of the airport;
3#Tashui Xujia Village: at the north side of the airport;
4#Fang Village: at the south side of the airport;
5#Beigong Village: on the extended centerline of the runway at the northeast of
the airport
6#Wang Sidun Village: on the extended centerline of the runway at the northeast
of the airport.
See Figure 3-2-1 for the monitoring sites.
(ii) Monitoring Factor:
Monitor the equivalent sound level A Leq in the daytime and at night according to
Acoustic Environment Quality Standards (GB3096-2008)
(iii) Monitoring Time and Frequency:
From December 6 to 7, 2011, for two successive days, twice in the day time and
once at night
(iv)Monitoring Methods:
Monitoring of environmental noise shall be in accordance with the provisions of
Acoustic Environment Quality Standards (GB3096-2008) and Technical Specifications
of Environmental Monitoring.
3.3.4.2 Assessment of Environmental Noise
(1) Monitoring Results of the Airport Areas
See Table 3-2-8 for the noise monitoring results.
Table3-2-8 Monitoring and Assessment Results of Acoustic Environment
Date Monitoring
Point
Day Night
Remarks Monitoring
Value[dB(A)]
Standard
Limits[dB(A)]
Monitoring
Value[dB(A)]
Standard
Limits[dB(A)]
12.6
1# 45.7
55
39.6
45
Up to
the
Standard
2# 45.7 40.7
3# 46 40.5
4# 45.1 40.7
65
5# 44.8 40.8
6# 44.3 40.3
12.7
1# 43.7 39.4
2# 45.0 40.5
3# 45.2 41.1
4# 43.6 39.6
5# 43.9 40.6
6# 42.6 40.2
It can be seen from above table that the noise value of each monitoring site meets
Class I standard of “Acoustic Environment Quality Standards” (GB3096-2008). The
quality of acoustic environment is good.
3.3.5 Ecological Survey and Assessment
3.3.5.1 Landforms
The project is located in hilly areas; the ground elevation is between 90m and
116m. The airport site is relatively flat with small altitude difference. The slope is
generally lower than 25°. The airport site is located close to the watershed of the river
valleys. The ground elevation is high at the centerline of the runway, low at the two
sides of the runway. The length and width of the site can meet the requirements of
current utilization and long-term development of the airport. There is no large surface
water system in the area. There are only some small ponds distributed in the mountain
areas. There is a gully flowing from north to south in the Midwest area of the airport
site. There is a gully flowing from northeast to southwest in the northwest edge. The
gully is about 2-3m wide, ephemeral and with small flow. The airport site is about
4km in straight line away from Fengxi River in the east, about 5km in straight line
away from Fengxi River in the north, and about 7km in straight line away from
Xinjiang River in the west. Fengxi River flows from south to north while Xinjiang
River flows from north to south.
The landform unit of the proposed airport area is erosional low hills, low-lying
and subdued. The maximum elevation is 114.609m, the minimum elevation is
85.134m, and the maximum altitude difference is 29.475m; the valley incision is
shallow with a gradual slope.
3.3.5.2 Current Land Use
Establish land use classification system based on survey data and related
66
standards, interpret the satellite images of the assessed areas, extract all land use types
and generate a map of current land use status by taking advantage of RS, GIS, GPS
technology and topographic maps. See table 3-2-9 for the current land use
classification statistics of the assessed area and the occupied area of the airport and
see Figure 3-3-2 for the current land use.
Table3-2-9 Land Use Types of the Assessed Areas and Occupied Areas of the Airport
Land Use Types Assessed Areas Permanently Occupied Areas
Class I Type Class Ii Type Area (hm2)
Area Ratio
Accounted for the
Assessed Areas (%)
Area (hm2)
Area Ratio
Accounted for
the Occupied
Areas (%)
Arable Land Dry Land 63.84 0.42 6.0644 4.07
Paddy Field 6222.63 40.97 17.8689 12.01
Forestland
Forestland 5298.29 34.88 104.8156 70.41
Shrub Forestland 180.91 1.19 0 -
Other Forestland 123.99 0.82 0 -
Grassland Other Grassland 17.99 0.12 5.1816 3.48
Garden Plot Orchard 5.54 0.04 0.1443 0.10
Chayuan Village 333.97 2.2 0.9935 0.67
Residential Land
Towns
Residential Land 307.9 2.03 0 -
Rural Homestead 1053.64 6.94 2.8862 1.94
Land for Public
Management and
Public Service
Land for Science
and Education 27.87 0.18 0 -
Land for Mining
Warehousing Industrial Land 145.59 0.96 0 -
Land for
Transportation
Highway Land 156.81 1.03 0 -
Rural Roads 133.99 0.88 1.3421 0.90
Land for Water
and Irrigation
River Surface 495.1 3.26 0 -
Reservoir
Surface 85.03 0.56 0 -
Pond 197.11 1.3 6.0337 4.05
Ditches 101.97 0.67 0.9191 0.62
Inland Tidal Flat 78.88 0.52 0 -
Other Land Bare Land 131.78 0.87 0 -
Field Ridge 26.02 0.17 2.6079 1.75
Total 15188.86 100 148.8573 100.00
It can be seen from above table that the total area of the assessed area is
15,188.86hm2. The major land use types are shown in above table, paddy field and
67
forestlands have a relatively large proportion of area, accounting for 40.97% and
34.88% of the total assessed area respectively; followed by rural homestead and river
surface, etc., accounting for 6.94% and 3.26% of the total assessed area respectively;
other land use types accounted for a small portion of the total assessed area.
According to current site planning of the airport, the airport needs to acquire a
permanent land of 148.8573hm2. The major land use types include forestlands and
paddy field, accounting for 70.41% and 12.01% of the total occupied area respectively.
No basic farmlands are involved; other land use types accounted for a small portion of
the total occupied area.
Paddy Field Grassland
Forest Tea Plantation
68
Pond Rural Homestead
3.3.5.3 Vegetation types and Distribution Status
Shangrao City is in the subtropical humid monsoon climate zone, blessed with
plentiful rainfall, a mild climate, adequate sunlight, four distinct seasons, and a long
frost-free period, suitable for subtropical crops growth. Human activities are frequent
at the site of the proposed airport area. The surrounding areas barely have any native
vegetation. Artificial forestlands are common here. Currently plains and most gently
sloping hills have been utilized for agricultural development in the investigation zone,
mostly in the form of artificial vegetation like farmlands, dry arable lands and
orchards, etc. Other low hills are mostly cultivated forest lands.
According to the interpretation of the results of remote sensing images and the
vegetation distribution characteristics of the project area, interpret the distribution of
vegetation types of the assessed areas and occupied areas. See Figure 3-3-3. The
statistics of all vegetation types are shown in table 3-2-10.
Table3-2-10 Major Vegetation Types Statistics of the Assessed Areas and Occupied Areas
Vegetation types
Assessed Areas Occupied Areas
Area (hm2) Area Ratio Accounted for
the Assessed Areas (%)
Area
(hm2)
Area Ratio Accounted for
the Occupied Areas (%)
Broad-leaved
Evergreen Forests 3535.41 23.28 0 -
Grassland 43.14 0.28 5.1816 3.48
Evergreen Coniferous
Forest 1884.83 12.41 104.8156 70.41
Shrub 180.81 1.19 0 -
Cultivated Orchard 5.54 0.04 0.1443 0.10
Cultivated Tea
Plantation 333.99 2.20 0.9935 0.67
69
Cultivated Crops 6285.43 41.38 23.9333 16.08
Non-vegetation Cover
Land 2035.03 13.40 7.7553 5.21
Water 884.67 5.82 6.0337 4.05
Total 15188.86 100.00 148.8573 100.00
It can be concluded from table 3-2-10 that the total area of the assessed Area is
15188.86hm2, and vegetation area is 12269.15hm
2, accounting for 80.78% of the total
area of the assessed Area. The vegetation types in the assessed Area are mainly
cultivated crops and broad-leaved evergreen forests, of which agricultural land
accounts for 41.38% with crops like rice, cotton, sesame and peanuts, etc. taking the
lead, broad-leaved evergreen forests accounted for 23.28%. See next
paragraph-Forestland Status of the Occupied Area for the varieties of trees.
The total area of the occupied area is 148.8573hm2, and the vegetation area is
135.0683hm2, accounting for 90.74% of the total area of the occupied area. Evergreen
Coniferous Forest is the major vegetation of the occupied area, accounting for 70.41%
of the total area of the occupied area, crops, mainly rice, account for 16.08% of the
total area of the occupied area, other types of vegetation cover a relatively small area.
Moreover, 9.26% of the occupied area is not covered by vegetations.
(1) Current status of artificial cultivated crops and agricultural production
Shangrao City belongs to central subtropical wet monsoon region with gentle
climate, abundant rainfall, enough sunshine, clear four seasons and long frost-free
periods suitable for growth of subtropical crops. The original zonal vegetation of the
airport is evergreen broad-leaved forest; due to the long-term disturbance of human
activities, the flat and hillock in evaluation area at present have been development for
agriculture with different types of crops planted all over the year, which is the main
income source for farmers. There is reservoir, river and pond water surface of certain
area in the evaluation area with good irrigation conditions. The rural economics is
developing rapidly. The artificial cultivated vegetation includes various crops, which
is the main source of income for farmers. The agricultural land composition in the
project area includes paddy field and dry land, among which the proportion of paddy
field is slightly larger. The composition of grain crops mainly includes rice. Sowed in
late March, early rice emerges in early April; its seeds are transplanted in late April
70
and its tillers are in Middle May; its flowering period is in late June and its is mature
in Middle July. Sowed in early June, early rice is sowed; it emerges in Middle June; it
is transplanted in late July (no later than Beginning of Autumn) and its tiller is in late
September; it flowering period is in late September and it is mature in late October
and early November. Dryland crops mainly include sweet potato, peanut, sesame, taro,
arrowroot, watermelon and mung bean, etc. The outputs of various crops of Tashui
Village (for example) are shown in Table 3-2-5.
Table 3-2-5 Statisics Table for Economic Crop Yield of Tashui Village
Name of Crops Area (mu) Output (jin) Unit (yuan) Value (million yuan)
Early rice 190 85500 120 1026
Late rice 180 72000 120 864
Peanut 10 5000 4 2
Seasame 5 500 20 1
Taro 10 40000 2 8
Sweet potato 2 10000 2 2
Arrowroot 10 45000 10 45
Watermelon 20 16000 1.5 2.4
Mung bean 20 4000 20 8
(2) Current state of forest land of the area
The forest land for the project is growing in the hills with gentle slope of an area
of 104.8156ha; its administrative division belongs to Zunqiao Township of Shangrao
County, Zaotou Town and Maojialing Township of Xinzhou. The land has eight types
of vegetation in total including subtropical evergreen broad-leaved forest, evergreen
broad-leaved mixed forest, coniferous and broad-leaved mixed forest, mixed forest of
bamboo and bamboo & broad-leaved, evergreen shrub forest, river floodplain
meadows, mountain summer green thickets and artificial coniferous forest.
Main arbor trees include common tree species such as camphor tree, elaeocarpus,
masson pine, pinus elliottii, spruce, cedar, oak, schima superba and maple, etc.; shrub
species include michelia, crape myrtle, yellow surname, bracteatum, litsea cubeba and
shrub economic tree species. The Age group mainly includes middle and young forest.
Within each small plot are distributed by sporadic camphor tree. By calculation of
sample plot, total volume of vivid stumpage in forest land is 2059.2m3.
(3) Wild plants under key protection
The project area does not relate to Nature Reserve, National Forest Park,
National Key Public-welfare Forest, National and Provincial Wild Animal Habitat
under Key Protection.
71
According to investigation and field inspection as well as the reference to
Feasibility Report of Forest Land used for Construction Project compiled by
Shangrao City Forestry Survey Design Institute and the consultation from agriculture
and forestry department of the project, 8459 camphor trees of national second-class
protection varieties are distributed in the airport range to be constructed with total
accumulation of 185.6671m³.
Camphor tree is the representative variety of subtropical evergreen broad-leaved
forest, which is important material and special economic variety in subtropical zone.
The variety has extended crown and thick branches, which is imposing. It is good
avenue tree and shade tree, which is resistant to harmful gases such as oxygen, carbon
dioxide, ozone and fluorine, etc. It is main raw material for production of camphor,
which can dispel mosquitoes and resist the short-term water flooding. See Table
3-2-12 below for the DBH and accumulation condition of camphor tree in the area.
See Figure 3-3-4 for space distribution location.
Table 3-2-12 List of resource statistics of camphor tree in project area
Tree Diameter ≤5cm 6-10cm 12-16cm 18-22cm 24-28cm 30-38cm ≥40cm Total
Number 1437 1277 681 211 80 35 1 3,722
In addition to 3,722 camphor trees, no other national and provincial wild plants
under key protection are distributed in the occupied area. According to investigation
technical standard for national ancient and famous trees of former department of
forestry, detailed investigation is carried out within forest land range used for peoject
on the site. Upon the investigation, no other ancient and famous trees are distributed
in the occupied area of the project.
3.3.5.4 Current status of animal resources
Due to gentle terrain, convenient transportation and frequent human activities,
the project area is not suitable for wild animal habitat, the wild animal resources in the
territory are less, and no mammals and large mammal wild animal activity are in the
area. Small mammals and rodents distributed in the area mainly focus on chiroptera;
and amphibians reptiles including anura, lizards and snakes, etc.; another part of local
birds, mainly falconiformes, cuculiformes, apodiformes and passerine. The evaluation
area has no large and rare and endangered wild animals under protection; livestock
and poultry are mainly chicken, duck, beef, sheep, dogs, horses, pigs and so on.
3.3.5.5 Current status of water and soil loss
(1) Current status of regional water and soil loss
72
According to division of national soil erosion type, Shangrao County is located
in the southern hilly red soil region, the soil erosion type mainly focuses on erosion,
and the allowable loss amount of soil is 500t/km2·a. According to Announcement of
Division of Key Prevention Area of National Water and Soil Loss and Announcement
of People’s Government of Jiangxi Province of Division of Key Prevention Area of
Water and Soil Loss, the project area Shangrao County belongs to the key prevention
area of Jiangxi Province of water and soil loss.
According to latest remote sensing investigation materials of soil erosion, the
existing area of water and soil loss in project area is 880.89km2 and total area of the
land is 34.08%. Among them, slight loss area is 245.58km2, occupying 27.88% of loss
area; moderate loss area is 304.24km2, occupying 34.54% of loss area; severe loss
area is 239.36km2, occupying 27.17% of loss area; extreme loss area is 60.40km
2,
occupying 6.86% of loss area; intensive loss area is 31.31km2, occupying 3.55% of
total loss area. See Table 3-2-13 for details.
Table 3-2-13 Water and soil loss conditions of project area
Area
Total area
of land
(km2)
Area of
water and
soil loss
(km2)
Proportion of
loss area in
land area (%)
Area of water and soil loss at each level (km2)
Slight Moderate Severe Extreme Intensive
Xinzhou 339 26.85 7.90 6.75 17.14 2.69 0.27 --
Shangrao
County
2246 854.04 38.02 238.83 287.1 236.67 60.13 31.31
Subtotal 2585 880.89 34.08 245.58 304.24 239.36 60.40 31.31
(2) Current status of water and soil loss in project area
Upon field investigation on topography and geomorphology, soil and vegetation
and land use of the area, combine the remote sensing materials for judgment, and refer
to Soil Erosion Classification and Grading Standard (SL190-96) to comprehensively
analyze the type and intensity of water and soil loss in evaluation area. See Table
3-2-14 for the results. See Figure 3-3-5 for current status water and soil loss in
evaluation area.
Table 3-2-14 Area and proportion of different water and soil loss intensity in project area
Erosion degree Evaluation area Area
Area Proportion in the area of evaluation area Area Proportion in
73
(hm2) (%) (hm2) area of the
occupied area
(%)
Slight erosion 11773.29 77.51 102.34 68.75
Moderate erosion 2044.77 13.46 39.15 26.30
Severe erosion 174.34 1.15 0 -
Extreme erosion 18.82 0.12 0 -
Intensive erosion 7.63 0.05 0 -
Water body 879.21 5.79 6.0337 4.05
Land for road 290.80 1.91 1.3421 0.90
Subtotal 15188.86 100 148.8573 100.00
See from the above table, water and soil loss in evaluation area and the occupied
area are slight.
3.3.5.6 Profiles of key protection objects
The proposed airport and an ancillary road and pipeline occupied area, does not
involve the nature reserve, National Forest Park, national emphasis commonweal
forest. But in the airport covers range found in the national key protected wild plants
in Camphortree distribution.
According to the investigation and field survey, the proposed airport covers
range distribution of the state protection of two species and 3722 strains of
Camphortree, volume 152.184m3.
Table 3-3-21 List of statistics of Camphortree distributed in airport occupied area
Dbh ≤5cm 6-10
cm
12-16
cm
18-22
cm
24-28
cm
30-38
cm
≥40
cm
Subtotal
Quantity 1437 1277 681 211 80 35 1 3722
3.3.5.7 Summary
The project area is located in low mountain hilly area, which is of low terrain and
slow topography. The area belongs to central subtropical wet monsoon region with
gentle climate, abundant rainfall, enough sunshine, which is suitable for growth of
subtropical crops. Since the area is affected by the human activities for a long time
with original vegetation nearly damaged, the vegetation mainly focuses on forest land
and paddy field, which does not relate to occupation of basic farmland, and the
proportion of other land utilization type is small.
The evaluation area has on other valuable and rare animals and plants under
protection, which does not relate to ecological sensitivity area such as nature reserve
and scenic spot, etc. Current status of water and soil loss mainly focuses on slight
erosion, and the soil erosion affected by hydraulic impact is not serious.
74
3.3.6 Investigation and evaluation of current status of electromagnetic environment
In order to understand the current status of power frequency electric field, power
frequency magnetic field intensity and radio interference level of surrounding
environment of the project area, the construction unit entrusted Research Institute of
Bureau of Geology for Nuclear Industry of Jiangxi Province to carry out measurement
of current status of electromagnetic field intensity, radio interference level and noise
environment of sensitive points passing the line. From August 6, 2012 to August 7,
2012, the monitoring unit carried out monitoring work to measure the current status of
power frequency electric field intensity, magnetic field intensity and radio
interference level around the proposed project. See Table 3-2-15 for climate condition
during monitoring.
Table 3-2-15 List of climate conditions during monitoring period
Climate
Weather Fine
Temperature 26°C-36°C
Relative humidity 53.7%-60.5%
Atmosphere 101.3kPa-101.5kPa
Wind speed 0.8m/s
(1) Measurement method
HJ/T10.2-1996 Guideline on Management of Radioactive Environmental
Protection Electromagnetic Radiation Monitoring Instruments and Methods
GB/T7349-2002 Methods of Measurement of Radio Interference from High
Voltage Overhead Power Transmission Line and Substation
(2) Measurement instrument
PMM8053B Power frequency electromagnetic field meter (Used for measuring
power frequency electromagnetic field):
Probe: EHP50C
Manufacturer: Italy PMM.S.r.L Company
Measurement range: Electric field 0.01V/m-100kV/m
Magnetic field intensity 1nT-10mT
Verification Unit: SIMT
Certificate No.: 2011F33-10-000912
Valid period: 2012.7.25-2013.7.24
PMM9010 Field strength meter (used for measuring radio interference)
75
Manufacturer: Italy PMM Company
Frequency range: 10Hz-30MHz
Measurement range: 0dB-120dB
Verification unit: SIMT
Certificate No.: 001WJ51102
Valid period: July 25, 2012-July 24, 2013
(3) Layout of monitoring point
Lay the monitoring point along the sensitive points.
(4) Measurement result of 110kV Maozao Line relocation and modification
project of Sanqingshan Airport
See Table 3-2-16 and Table 3-2-17 for measurement result of current status of
power frequency electromagnetic field and radio interference environment of
monitoring point:
Table 3-2-16 Measurement result of power frequency electromagnetic field environment of 110kV
Maoze Line relocation and modification project of Sanqingshan Airport
No. Description of
Monitoring Point
Power frequency
electric field
intensity
(V/m)
Power frequency
magnetic field
intensity (µT)
Remarks
D1 Liaojia 45.91 0.039
D2 Xiaonantang 89.78 0.085
D3 Gaojiashan 20.17 0.025
D4 Houmentang 25.84 0.023
D5 Maopeng 26.02 0.034
D6 Gaobeiqiu 19.09 0.028
D7 Zhoujia 243.9 0.105 Influenced by 110kV line
nearby
Limit value of the standard 4000 100
Table 3-2-17 Measurement result of current status of radio interference environment of 110kV
Maozao Line relocation and modification project of Sanqingshan Airport
No. Description of
Monitoring Point
Frequency
(MHz)
Radio
[dB(μV/m)] Remarks
W1 Liaojia 0.5 26.6
W2 Xiaonantang 0.5 23.1
W3 Gaojiashan 0.5 20.8
W4 Houmentang 0.5 15.7
W5 Maopeng 0.5 14.2
W6 Gaobeiqiu 0.5 15.5
W7 Zhoujia 0.5 38.7 Influenced by 110kV line
nearby
110kV voltage class 0.5 46
76
radio interference limit value
According to Table 3-2-16 and Table 3-2-17, the monitoring value of current
status of power frequency electric field intensity and power frequency magnetic field
intensity of each measurement point are respectively 19.09V/m-243.9V/m and
0.023µT-0.105µT; radio interference level at frequency of 0.5MHz is 14.2dB (μV/m)
-38.7dB (μV/m). Electromagnetic field of all monitoring point satisfies the
recommended value of Technical Regulations on Environmental Impact Assessment of
Electromagnetic Radiation Produced by 500 KV Ultrahigh Voltage Transmission and
Transfer Power Engineering (HJ/T24-1998): power frequency electric field intensity
of 4000V/m and power frequency magnetic field intensity of 0.1mT; Radio
interference level of monitoring point satisfies the regulation of Limits of Radio
Interference from AC High Voltage Overhead Power Transmission Lines
(GB15707-1995) at frequency of 0.5MHz: 110kV voltage class is 46dB (μV/m). The
current status of power frequency electric field intensity, power frequency magnetic
field intensity and radio interference level environmental quality of sensitive points
along the area are good.
(5) Measurement result of 110kV Wangzao Line relocation and modification
project of Sanqingshan Airport
See Table 3-2-18 and Table 3-2-19 for measurement result of current status of
power frequency electromagnetic field and radio interference environment of
monitoring point.
Table 3-2-18 Measurement result of current status of power frequency electromagnetic field
environment of 110kV Maozao Line relocation and modification project of Sanqingshan Airport
No. Description of
Monitoring Point
Power frequency
electric field
intensity
(V/m)
Power frequency
magnetic field
intensity (µT)
Remarks
D1 Liaojia 45.91 0.039
D2 Xiaonantang 89.78 0.085
D3 Gaojiashan 20.17 0.025
D4 Houmentang 25.84 0.023
D5 Maopeng 26.02 0.034
D6 Gaobeiqiu 19.09 0.028
D7 Zhoujia 243.9 0.105 Influenced by 110kV line
nearby
Limit value of the standard 4000 100
77
Table 3-2-19 Measurement result of current status of radio interference environment of
110kVMaozao Line relocation and modification project of Sanqingshan Airport
No. Description of
Monitoring Point
Frequency
(MHz) Radio [dB(μV/m)] Remarks
W1 Liaojia 0.5 26.6
W2 Xiaonantang 0.5 23.1
W3 Gaojiashan 0.5 20.8
W4 Houmentang 0.5 15.7
W5 Maopeng 0.5 14.2
W6 Gaobeiqiu 0.5 15.5
W7 Zhoujia 0.5 38.7 Influenced by 110kV line
nearby
110kV voltage class
radio interference limit value 0.5 46
According to Table 3-2-18 and Table 3-2-19, the monitoring value of current
status of power frequency electric field intensity and power frequency magnetic field
intensity of each measurement point are respectively 19.09V/m-243.9V/m and
0.023µT-0.105µT; radio interference level at frequency of 0.5MHz is 14.2dB (μV/m)
-38.7dB (μV/m). Electromagnetic field of all monitoring point satisfies the
recommended value of Technical Regulations on Environmental Impact Assessment of
Electromagnetic Radiation Produced by 500 KV Ultrahigh Voltage Transmission and
Transfer Power Engineering (HJ/T24-1998): power frequency electric field intensity
of 4000V/m and power frequency magnetic field intensity of 0.1mT; Radio
interference level of monitoring point satisfies the regulation of Limits of Radio
Interference from AC High Voltage Overhead Power Transmission Lines
(GB15707-1995) at frequency of 0.5MHz: 110kV voltage class is 46dB (μV/m). The
current status of power frequency electric field intensity, power frequency magnetic
field intensity and radio interference level environmental quality of sensitive points
along the area are good.
(6) Measurement result of 10kV line newly built project from Maojialing
Substation to Airport
See Table 3-2-20 and Table 3-2-21 for current status of power frequency
electromagnetic field and radio interference environment of monitoring point:
Table 3-2-20 Measurement result of current status of power frequency electromagnetic field
environment of 10 kV line newly established project from Maojialing Substation to Airport
No. Description of Power frequency Power frequency Remarks
78
Monitoring Point electric field
intensity
(V/m)
magnetic field
intensity (µT)
D1 Caijiatianpeng 203.5 0.449 Influenced by 110kV line
nearby
D2 Xiaonantang 89.78 0.085
D3 Zhoutian 36.49 0.034
Table 3-2-21 Measurement result of current status of radio interference environment of 10 kV line
newly established project from Maojialing Substation to Airport
No. Description of
Monitoring Point
Frequency
(MHz)
Radio
[dB(μV/m)] Remarks
W1 Caijiatianpeng 0.5 38.9 Influenced by 110kV line
nearby
W2 Xiaonantang 0.5 23.1
W3 Zhoutian 0.5 35.5
According to Table 3-2-20 and Table 3-2-21, the monitoring value of current
status of power frequency electric field intensity and power frequency magnetic field
intensity of each measurement point are respectively 36.49V/m-203.50V/m and
0.034µT-0.449µT; radio interference level at frequency of 0.5MHz is 23.1dB (μV/m)
-38.9dB (μV/m). The current status of power frequency electric field intensity, power
frequency magnetic field intensity and radio interference level environmental quality
of sensitive points along the area are good.
(7) Measurement result of 10kV line newly built project from Zaotou Substation
to Airport
See Table 3-2-21 and Table 3-2-22 for measurement result of current status of
power frequency electromagnetic field and radio interference environment of
monitoring point:
Table 3-2-21 Measurement result of current status of power frequency electromagnetic field
environment of 10 kV line newly established project from Zaotou Substation to Airport
No. Description of
Monitoring Point
Power frequency
electric field
intensity
(V/m)
Power frequency
magnetic field
intensity (µT)
Remarks
D1 Flag pole top 188.5 0.314 Influenced by 110kV line
nearby
D2 Shanggao 173.1 0.402 Influenced by 110kV line
nearby
D3 Shigu 23.03 0.027
D4 Xiaojia 25.45 0.023
D5 Xujia of Tashui Village 28.42 0.029
Table 3-2-22 Measurement result of current status of radio interference environment of 10 kV line
79
newly established project from Zaotou Substation to Airport
No. Description of
Monitoring Point
Frequency
(MHz)
Radio
[dB(μV/m)] Remarks
W1 Flag pole top 0.5 38.9 Influenced by 110kV line
nearby
W2 Shanggao 0.5 33.5 Influenced by 110kV line
nearby
W3 Shigu 0.5 20.9
W4 Xiaojia 0.5 17.3
W5 Xujia of Tashui
Village 0.5 21.2
According to Table 3-2-21 and Table 3-2-22, the monitoring value of current status of power
frequency electric field intensity and power frequency magnetic field intensity of each
measurement point are respectively 23.03V/m-188.5V/m and 0.023µT-0.402µT; radio interference
level at frequency of 0.5MHz is 17.3dB (μV/m)-38.9dB (μV/m). The current status of power
frequency electric field intensity, power frequency magnetic field intensity and radio interference
level environmental quality of sensitive points along the area are good.
3.4 Due Diligence Review
3.4.1 Shangrao City wastewater treatment plant
After operation of the airport, the effluent generated by the sewage treatment station
will be partially used for flushing, car washing, with the remainder discharged into the
Shangrao City sewage treatment plant through the municipal sewer.
Shangrao City sewage treatment plant is located in the Xuri Village, Xuri Town
of Shangrao City.. The designed daily treatment capacity is 80,000t, the current
volumw of wastewater being treated by the plant is 68,000 t/d, with the idle capacity
can capable of accommodating the effluent from the airport sewage treatment station.
The sewage treatment process of the plant is Carrousel oxidation ditch process, the
process is as follows:
Sewage through factory pump lifting, fine screen, settling tank, oxidation ditch with
aerobic and anaerobic sections, and a secondary sedimentation tank, UV disinfection
and discharged into the river downstream of the city. Part of activated sludge is
continuously returned to the aeration tank where it mixes with the influent wastewater,
and part enters the sludge thickening tank before being dewatered into sludge cake
80
which is sabitarilly landfilled.
On March 14, 2002, sewage treatment plant of Shangrao City, Shangrao City
Environmental Protection Bureau issued the official document (2002) No. 10
approving the EIA for the sewage treatment plant; on September 23, 2008 Shangrao
City Environmental Protection Bureau issued official document (2008) 171 approving
the completion acceptance of the plant. Now the sewage treatment plant is under
normal operation, and the treated effluent meet the national standard.
The linear distance between the sewage treatment plant of Shangrao City and the
airport is about 7.1km. The municipal sewer has connected the Zhi Min Avenue, north
of the airport. Shangrao City government proposed to connect the airport access road
with Zhi Min Avenue, so the airport sewage will be conveyed by the pipeline along
the airport access road into existing municipal sewer. The sewer under the access road
is designed to have a diameter of 400mm-800mm and length of 4.7km.
See the pictures below for conditions of the sewage treatment plant.
Sewage Treatment Plant of Shangrao City
3.4.2 Municipal solid waste sanitary landfill of Shangrao City
After operation, airport aviation and domestic garbage, after sorting the
unrecyclables will be stored in the temporary storage chamber and then transported to
the Shangrao City municipal solid waste sanitary landfill for landfill.
The linear distance to the airport is 9.8 km. the designed volumce of the landfill
is 5.10 million m3 and the daily cpacity is 800 t. Currently the daily amount of solid
waste landfilled is 600 t, with the idle daily capcity capable of accommodating the
solid waste from the airport. Horizontal and vertical lining system is adopted in the
landfill, with the linier material beinf HDPE at a thickness being 2 mm underlained
81
with GCL. The leachate collection pipeline has been installed which collect and
convey the leachate to the conditioning tank. The leachate has been treated on site to
the Class III of the Pollution Control Standard for Municipal Sanitary Landfill
(GB16889-1997) before being discharged into the municipal sewer which diliver the
tearted leachate to the municipal WWTP for further treatment.
On October 24, 2006, the Environmental Protection Bureau of Jiangxi province
issued the document (2006) 169 approving the EIA for the Shangrao Municipal Solid
Waste Sanitary Landfill. On October 17, 2011, Jiangxi province environmental
protection bureau issued the document (2011) No. 139 approving the completion
acceptance of the landfill.
See the pictures below for the landfill.
Municipal soldi waste Sanitary Landfill of Shangrao City
3.4.3 Jingdezhen Longteng Carbon Fuel Technology Co., Ltd.
After the operation of the airprot, regular cleaning of the fuel tankwill produce a
small amount of waste oil in accordance with the national hazardous waste list; waste
oil belongs to the hazardous waste, code for the HW08. The waste oil will be stored in
the temporary storage tank within the fuel storage area and will be transported to
Jingdezhen Longteng Carbon Fuel Technology Co., Ltd. for disposal on regular basis.
Liner system
leachate treatment station leachate conditioning tank
pool
82
Jingdezhen Longteng Carbon Fuel Technology Co., Ltd. is in the Huangni
tousanuyuan industrial area in the eastern outskirts of Jingdezhen City, covering an
area of about 20 acres. It is mainly engaged in comprehensive utilization of mineral
waste oil. The flocculation sedimentation-distillation and refining process is adopted
by the company to produce the base lubricatants. It has the capacity to treat the waste
oil at 3600 t/a, producing the base lubricants 2880t/a. The company is incompliance
with the environmental standards and safety requirements for storage, use of facilities,
and equipment. It made the operation safety rules and regulations, emergency plan for
the dealing with the hazardous wastes. So it possesses the condition for handling
hazardous waste.
Jiangxi Provincial Environmental Protection Department in 2010 April issued the
document (2010) 18 which grant the operation permit to the Jingdezhen Longteng
Carbon Fuel Technology on Co., Ltd.
See the pictures below for conditions of Jingdezhen Longteng Carbon Fuel
Technology Co., Ltd.
Jingdezhen Longteng Carbon Fuel Technology Co., Ltd.
3.4.4 Shangrao City Water Supply Company
The water supply of the airport is by municipal water supply after operation. A
water supply station will be established within the airport. A water supply pipeline at
DN 150 will be installed to connect with an existing water supply mains at DN 400.
This new pipeline will convey the drinking water to the on-site water supply station.
The drinking water is from the Shangrao Water Supply Company.
The Shangrao water supply company has a designed capacity of 0.2
83
milliont/d.It is located in Dingzhou Village of Chengdong New District.
The water intake structure is located in Chuantou Village of Chengdong
New District ( Lingxi Section of Xinjiang River). The water treatment
plant is in Dingzhou Village and Songshan Villag. Currently the water
supply capacity is 0.15 million t/d and the actual amount of water supplied
is 0.13 million t/d.The water treatment process is illustrated in figure 3-4-1.
Fig. 3-4-1 Water Treatment Process Flow of Shangrao City Water SUpply Company
See the pictures below for conditions of the water plant.
Shangrao City Water Supply Company
3.5 City, Traffic and Economic Development Planning
3.5.1 Overall objective of city development planning of Shangrao City
(1) Industrial front
Shangrao is located in eastern coastal areas of China radiation Midwest portal
position. Jiangxi is coastal especially integration of Yangtze River Delta region
Ch
lorin
ati
on
Raw water Water mixed well Folded plate
flocculating
tank
Horizontal flow
sedimentation tank
Coagulant/prechlorination (seasonal)
Air water backwashing
filter
Clean
water
tank
Two stage
pump house
User
Chlorine
Suction well
84
leading industry development, better basic conditions, conducive to undertake eastern
industrial transfer and radiation diffusion.
(2) Regional transport hub
National highway, highway and railway foundation present in Shangrao City will
further increase the various types of wire mesh density and velocity, air also is
preparing to construct the airport, thus gradually has become the regional
transportation hub.
(3) business logistics node
Shangrao has logistics industry business traffic conditions and market hinterland,
trading and logistics hub status are formed and Shangrao regional center city to
establish the status and the function.
(4) Tourist Service Center
Shangrao City area is rich in tourism resources, but lack of tourism service center
city and city center. Shangrao has the best conditions to become city tourism service
center, is also Shangrao regional center city function is important reflect.
(5) Culture and education base
Shangrao with the development of culture and education tradition, status also has
a foundation, the future Shangrao in higher occupation education as the focus, the
development of culture and education industries, become distinguishable from the
surrounding city important advantages.
(6) Livable garden city
Shangrao City center city landscape is rich in resources, city scale better, to have
a better living environment, build livable Garden City and enhance central city
agglomeration.
3.5.2 Economic development planning for Shangrao City
For the construction of a harmonious society, create the great cause of prosperity
of Rao, accelerating the realization of Shangrao City in eastern Jiangxi to rise abruptly
quickly, outlines of Twelfth Five-year Plan for National Economy and Social
Development of Shangrao City proposed: focusing on building at the junction of four
provinces area center city target, to create a project, the construction of four bases the
85
main park, powerful, city and area, accelerate the construction of Poyang Lake
Ecological Economic Zone, Hercynian economic area construction, to build new
industrial strong city, the modern agricultural strong city, the national tourism,
residents of the city’s most well-being, and strive to achieve Shangrao scientific
development, carry to overtake, green rise the grand goal. Compendium put forward:
during the 12th five-year plan, the city's annual GDP growth rate of 13%, to USD
200000000000 in 2015, the comprehensive economic strength of Jiangxi Province the
first phalanx into; per capita GDP amounting to USD 4500; fiscal revenue reached
26000000000 yuan, an average annual growth rate of 18%; industrial structure is
optimized apparently, whole town blame farming industry increases a value to occupy
the proportion of GDP for the first time in 90%, second in about 60%, three
production in more than 30%. Built development delayed effect is full, strong
economic strength of Shangrao.
3.5.3 Traffic development planning for Shangrao City
According to the Shangrao City Twelfth Plan Outlines, Shangrao City will focus
on the following aspects: the railroad: built hang Nanchang, Hefu passenger special
line and the nine King Road, Lok Tak feeder, Anhui Jiangxi railway, exert oneself to
build Shangrao passenger station docking Hercynian economic area and long triangle
city group, Shangrao-Wenzhou and Ningde Nanchang-Yugan, Poyang-Jingdezhen
Intercity Railway Road: preparatory work. Shangrao City, Shangrao-Expressway
around the city of Poyang Expressway and the Lishui Expressway
Shangrao-preparatory work, built the Nakami Take, Dechang, Germany on the
highway, form as soon as possible two vertical three horizontal ring expressway
network. Accelerate the national and provincial trunk highway upgrading, speed up
the formation of seven vertical five horizontal Quad trunk road network. At sea, the
full play of waterborne advantage, improve waterway transport capacity, promote
channel grade, increase traffic capacity, planning and construction of Poyang port
area (including the Poyang District of Hong Kong, Hong Kong, Yugan million years
of integrated dock Golden Port Wharf), accelerate Ningde harbor Shangrao wharf
construction air: completed Shangrao Sanqingshan Airport, improve the airport to the
86
city, the county, the main area of road construction and transportation system.
According to the plan, Shangrao City will be the full implementation of the
comprehensive traffic development strategy, to the development of modern
transportation industry as the main line, to build a project, the construction of the
"four base" the strategy, build water ground to air the Trinity, connecting East and
West, north, South Tongjiang sea modern transportation network . The Shangrao City
construction four regional transportation hub cities. In 2020, complete the various
modes of transport layout reasonable, perfect structure, convenient unobstructed,
green security of modern comprehensive transportation network.
87
4.Environmental Impact Analysis and Mitigation Measures
4.1Acoustic Environment Impact Analysis and Mitigation Mearsures
4.1.1 Noise impact analysis during construction period
4.1.1.1 Noise source intensity of main construction machinery.
According to nature of the project, see Table 4-1-1 for the noise source intensity
of construction machinery mainly related to the construction in the field.
Table 4-1-1 Noise source intensity of construction machinery of proposed airport
No. Name of Equipment Sound pressure level LPA(dB) Measurement point
distance (m)
1 Impact pile driver 112
D=5
2 Impact well drill 87
3 Concrete mixer 91
4 Concrete pump 85
5 Concrete vibrator 84
6 Pneumatic wrench 95
7 Wheel loader 90
8 Hydraulic wheel excavator 84
9 Grader 90
10 Bulldozer 86
11 Vibratory roller 86
12 Dual-wheel twin-vibratory roller 87
13 Three-wheel roller 81
14 Tyre roller 76
As shown in Table 4-1-1, in construction machinery, the noise source intensity of
impact pile driver is maximum, which can reach 112dB at 5m from the sound souce,
and sound level of most construction machinery is between 76-95dB.
4.1.1.2 Noise impact evaluation during construction period
See Table 4-1-2 for impact range of construction machinery equivalent sound
level.
Table 4-1-2 Impact range of various constuction machineries of proposed airport Equivalent
sound level LAeq: dB
No. Construction
Phase Name of Equipment
Forecast Point Distance (m) Qualified Distance
(m)
5 10 20 50 100 Day Night
1 Piling
Impact pile driver 109 103 97 89 79 79 Construction
prohibted 2 Impact well drill 84 78 72 61 51 5
3 Structure
Concrete mixer 91 85 79 71 61 56 317
4 Concrete pump 85 79 73 65 55 28 159
88
5 Concrete vibrator 84 78 72 64 54 25 142
6
Earth
Wheel loader 90 84 78 70 60 28 283
7 Hydraulic wheel
excavator 84 78 72 64 54 14 142
8 Grader 90 84 78 70 60 28 283
9 Bulldozer 86 80 74 66 56 18 178
10 Vibratory roller 86 80 74 66 56 18 178
11 Dual-wheel
twin-vibratory roller 87 81 75 67 57 20 200
12 Three-wheel roller 81 75 69 61 51 10 100
13 Tyre roller 76 70 64 56 46 6 56
According to forecast result of Table 4-1-2, the data show that at 79m from the
pile driver in piling phase, the corresponding standard limit can be reached; at 28m in
day and 283m in night from construction machinery in earth phase, the corresponding
standard limit can be reached; at 56m in day and 317m in night from construction
machinery in earth phase, the corresponding standard limit can be reached. During
construction, the piling phase has the largest impact on the noise effect; equivalent
sound level can reach 83dB at 100m and the standard limit requirement can be meet at
79m in day from the piling point with construction prohibited in night; while the
qualified distance in structure phase is 25-56m in day and 142-317m in night, and
qualified distance in earth phase is 6-28m in day and 56-283m in night.
The newly built airport projects mainly include airfield area project, terminal
area project, auxiliary facility project and airport road, supporting pipeline and
drainage project, etc. The natural villages within 320m from main project boundary of
the airport and 200m of airport road include Shanghuangwu, Xiajia of Tashui and
Xujia of Tashui, etc. See Table 4-1-3 for over-standard condition.
Table 4-1-3 Qualification condition of noise during construction period of village around the
airport
No. Village group Piling phase Structure phase Earth phase
Day Night Day Night Day Night
1 Shanghuangwu Qualified
Construction
prohibited Qualified Unqualified
Qualified Unqualified
2 Xiajia of
Tashui Qualified Qualified Unqualified
3 Xujia of Tashui Qualified Qualified Unqualified
4 Dahongying Qualified Qualified Unqualified
5 Maojialing
Village Qualified Qualified Unqualified
89
6 Zhoutian
Village Unqualified Qualified Unqualified
7 Waizhoutian Qualified Qualified Unqualified
8 Waizhoutian Qualified Qualified Unqualified
9 Tashui Village Qualified Qualified Unqualified
In piling phase, construction is prohibited in night and each village will not be
affected by mechanical noise of airport in piling phase; in structure phase, noise of
each village in day is qualified; as for the construction in night, the concrete mixer for
construction has large noise, and each village near the airport is affected; in addition,
nine villages such as Shanghuangwu, Xiajia of Tashui and Xujia of Tashui, etc.
nearest the construction boundary will be affected by noise of other construction
machineries; in earth phase, construction noise effect on each village near airport in
day will be qualified, and nine villages such as Shanghuangwu, Xiajia of Tashui and
Xujia of Tashui within 283m of the construction boundary in night will be affected by
noise of different construction machineries.
4.1.2 Analysis of noise impact during construction
4.1.2.1 Forecast procedure for airplane noise
According to Guidelines for Environmental Impact Assessment Airport
Engineering, see the Figure below for forecast procedure for airplane noise in
Shangrao Airport. In forecast procedure, what plays the key role is:
(1) Characteristic curve or noise-distance-power date of single airplane noise
distance: through actual monitoring and computer simulation, combine the related
materials provided abroad and data in INM7.0b to obtain LEPN and SEL calculation
formula of single airport in main model compliant with airport fact. Upon verification
of actual monitoring data, the error is within 2-3dB and the result is ideal;
(2) Airport model category and flight number forecast: according to air model
provided by pre-feasibility research report and expected number of flight, provide the
models adopted in the forecast and number of flight in different directions;
(3) Flight procedure: Flight Procedure Design Report of Feasibility Research of
Shangrao/Sanqingshan Airport provided by Beijing Tech & Trade Co., Ltd. of the
evaluation.
90
Annual number
of flights
Daily number
of flights
Airplane flight number of
different directions and
different models
Noise characteristics
of different airplane models
Flight
procedure
Coordinate
of forecast
point
Slant distance
calculation
Side direction attenuation correction
Flight number of
different time
Thrust correction Flight profile
Velocity correction
Other corrections
LEPN or SEL calculation
LEPN calculation
Leq calculation
LWECPN calculation
Preparation of isoline drawing
4.1.2.2 Forecast mode of airplane noise
(1) Calculation formula of forecast amount
(i) Calculation formula of weighted equivalent continuous perceive noise level
According to Environment Standard of Aircraft Noise around Airport
GB9660-88, the mode of weighted equivalent continuous perceive noise level
calculated by the evaluation (LWECPN) is as follows:
)(4.39)103log(10 321 dBNNNLL EPNWECPN
In which: N1: Daily flight number for 7:00-19:00;
Evaluation
91
N2: Daily flight number for 19:00-22:00;
N3: Daily flight number for 22:00-7:00;
EPNL : Average effective perceived noise level of multi flight events.
i j
LEPN
EPNijNNNL10/
321 10/1log10
In which: LEPNij refers to effective perceived noise level caused by number I of
number flight in j track to certain forecast point.
(ii) Calculation formula of equivalent continuous A sound level (Leq)
1) Calculation mode of contribution value of equivalent noise level eqL is:
)(
N
1j
10
SELj
10T
1log10eqL
In which: SELj refers to sound exposure level of number j airplane in time
interval T at certain site, and assume the number of flights (N) in time T. T is usually
expressed in second.
Formula to calculate contribution value of noise in day flight activities:
)(
d jN
j
SEl
eqdL1
10
d
10T
1log10
In which: Td refers to time length in day in second
Nd refers to number of flight in day
)(
n jN
j
SEl
eqnL1
10
n
10T
1log10
In which: Td refers to time length in day in second
Nn refers to number of flight in day
2) Calculation formula of Environmental noise forecast value in day or night of
forecast point
背贡
预测eqeq LL
eqL1.01.0
1010lg10)(
In which:
(Leq) forecast-environmental noise forecast value in day or night of forecast point,
dB (A);
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(Leq) back-environmental noise background value of forecast point, dB (A).
(2) Correction mode of single airplane noise
The calculation mode of single airplane noise is provided generally by
international civil aviation organization or other related organization and airplane
manufacturers. However, calculation mode of single airplane noise is made under
certain conditions, which requires necessary corrections because actual forecast
condition are different from that of the material in case of applying the materials.
(i) Thrust correction
Under different thrusts, the noise level of airplane is different. Under general
conditions, noise level of airplane is linear with thrust, and noise level of airplane
under different thrusts can be obtained according to the formula below:
LF=LFi+(LFi+1-LFi)(F-F1)/(Fi+1-Fi)
In which: LF, LFi and LFi+1 are respectively the noise levels of the same point under
the thrust of F, Li and LFi+1.
(ii) Velocity correction
The airplane noise generally provided are based on the airspeed of 160kt; as for
calculation of sound exposure level, it is necessary to carry out correction of the flight
velocity of the airplane.
ΔV=10log (Vr/V)
In which: Vr refers to airspeed and V refers to ground speed in inertia phase.
INM7.0b calculates the airplane velocity in different flight phases of the airplane
and calculates the velocity correction according to the formula above.
(iii) Humidity and temperature correction
As for absorption calculation of atmosphere, usually take relative humidity of
15°C and 70% as the basic condition. Thus, in case of large difference in temperature
and humidity, it is necessary to consider the change in atmosphere condition to cause
the correction of change in sound attenuation. The evaluation calculates according to
average temperature and humidity of Shangrao Airport.
INM7.0b calculates the above parameters according to different flight phases.
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In case of different full weight for the same model, the noise level of take-off,
landing and taxi is different. Figure 4-1-1, 4-1-2 and 4-1-3 respectively provide
N-P-D curve of B737-300 under different weights of take-off and landing, height,
velocity and thrust of landing and take-off. It can be seen from the Figure, the scale of
airplane noise measured have really something to do with weight, height and thrust of
take-off and landing of the airplane.
(3) Noise-distance relational expression of various models and the flight section
Through comparing data provided by analysis of flight track, monitoring of
single airplane noise, and aviation fuel amount determined by flight distance with the
data provided by INM7.0b, determine the flight section and noise-distance curve for
calculation.
(4) Calculation mode of slash distance
Slash distance relates to flight routing and the airplane take-off track can be
divided into two phases. When the airplane taxies along the runway and accelerates to
certain speed, it will be airborne at certain point of the runway, approximately flying
in straight line with certain take-off angle, and the slash distance here can be
calculated according to the following formula:
22 hCOSLR
In which: R is vertical distance from forecast point and flight routing;
L refers to vertical distance from forecast point and ground track;
h refers to flying altitude;
θ refers to angle of climb.
(5) Calculation mode of lateral attenuation
During propagation of sound wave, the lateral attenuation caused by ground
influence can be calculated according to the following formula:
(i) When jet is on the ground:
mLeL L 9140109.15)(ΔL 00274.0
mLLL 91486.13)(
In which: ΔL (L): lateral attenuation caused by ground (dB);
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L: horizontal distance (m).
(ii) When the airplane is airborne:
ΔL (β)=3.96-0.066β+9.9e-0.13β
L>914m, 0º ≤β≤60º
ΔL (β)=0 β>60º
In which: β=COS-1
(L/R), Δ (β) refers to lateral attenuation caused by ground.
ΔL (β, L)=[ΔL(L)] [ΔL(β)]/13.86 0≤L≤914m
In which, ΔL (β, L) refers to lateral attenuation caused by ground.
(6) Calculation of horizontal divergence
The airplane cannot completely fly according to specified track. Thus, noise
isoline diagram is only calculated according to specified track, which may generate
large error. ICAO Circular 205/86 (1988) proposes that in case that actual
measurement data are not available, the horizontal divergence of departure route can
be considered as follows:
When turning angle is less than 45º,
S (y)=0.055x-0.150 5km<x<30km
S (y)=1.5 x>30km
When turning angle is more than 45º,
S (y)=0.128x-0.42 5km<x<15km
S (y)=1.5 x>15km
In which: S(y): standard deviation;
x: distance from taxi starting point;
Between take-off point [S(y)=0] and 5km, S(y) can be determined by linear
interpolation. In case of landing, the divergence within 6km can be neglected.
With approximate Gaussian distribution to calculate the space distribution of the
airplane, See Table 4-2-1 for the proportion of airplane flight of different divergence
tracks along both sides of tracks.
Table 4-2-1 Proportion of airplane horizontal divergence
Space Proportion
ym-2.0S(y) 0.065
ym-1.0S(y) 0.24
ym 0.39
ym+1.0S(y) 0.24
ym+2.0S(y) 0.065
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According to the data of horizontal divergence recommended by ICAO, The
forecast combines correction of actual monitoring results to carry out calculation of
divergence.
4.1.2.3 Aviation portfolio and operating parameters of each runway
(1) Aviation portfolio
It is forecast that the number of airliner take-off and landing in acceptance year
2015 is 2528, and the number of airliner take-off and landing in target year is 4800.
(2) Model combination forecast
See Table 4-2-2 for model combination forecast.
Table 4-2-2 Table for model combination forecast
Year Type Model proportion
Subtotal Actual average number of
passeners B C
2015 Domestic 15% 85% 100% 120
2020 Domestic 15% 85% 100% 120
(3) Proportion of number of flight in different periods in Shangrao Airport
According to features of Shangrao Airport, see Table 4-2-3 for Proportion of
number of flight for airplane take-off and landing during day and night in 2015 and
2020.
Table 4-2-3 Proportion of number of flight for airplane take-off and landing during day and night
in Shangrao Airport
Year Period 7:00-19:00 19:00-22:00 22:00-7:00
2015 Take-off proportion (%) 73% 15% 12%
Landing proportion (%) 73% 27% 0%
2020 Take-off proportion (%) 73% 15% 12%
Landing proportion (%) 73% 27% 0%
Forecast by aviation portfolio of pre-feasibility research, daily flight numbers of
airliners in 2015 and 2020 of Shangrao Airport are respectively 6.9 flights/day and
13.2 flights/day; according to the above data, the numbers of flight of take-off and
landing for different models in 2015 and 2020 of Shangrao Airport are respectively
shown in Table 4-2-4 and 4-2-5.
Table 4-2-4 Number of flight for take-off and landing of different models in different periods in
2015 (number of flight/d)
Airplane
model
Take-off Landing
Flight
amount Day Night Evening
Flight
amount Day Night Evening
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CRJ200 0.26 0.19 0.04 0.03 0.26 0.19 0.07 0.00
EMB145 0.26 0.19 0.04 0.03 0.26 0.19 0.07 0.00
B737 0.97 0.71 0.15 0.11 0.97 0.71 0.26 0.00
A320 0.97 0.71 0.15 0.11 0.97 0.71 0.26 0.00
A319 0.99 0.73 0.15 0.12 0.99 0.73 0.26 0.00
Subtotal 3.45 2.53 0.52 0.40 3.45 2.53 0.92 0.00
Table 4-2-5 Number of flight for take-off and landing of different models in different periods in
2020 (number of flight/d)
Airplane
model
Take-off Landing
Flight
amount Day Night Evening
Flight
amount Day Night Evening
CRJ200 0.50 0.37 0.08 0.05 0.50 0.37 0.13 0.00
EMB145 0.50 0.37 0.08 0.05 0.50 0.37 0.13 0.00
B737 1.85 1.35 0.28 0.22 1.85 1.35 0.50 0.00
A320 1.85 1.35 0.28 0.22 1.85 1.35 0.50 0.00
A319 1.90 1.39 0.29 0.22 1.90 1.39 0.51 0.00
Subtotal 6.6 4.84 0.99 0.77 6.6 4.84 1.76 0
(4) Proportion of different headings
See Table 4-2-6 for proportion of take-off and landing in different headings in
2015 and 2020 of Shangrao Airport.
Table 4-2-6 Proportion of take-off and landing in different headings
Take-off and
landing direction
Runway
number
Direction
proportion % Flight state
Name of flight
heading Proportion
From southwest to
northeast 06 70%
Take-off
departure
Jingdezhen 25%
Tonglu 25%
Yunhe 25%
Nanfeng 25%
Landing
approach
From northeast to
southwest 24 30%
Take-off
departure
Jingdezhen 25%
Tonglu 25%
Yunhe 25%
Nanfeng 25%
Landing
approach /
(5) Flight procedure
1) Departure procedure for 06 runway
Jingdezhen (P25) Direction
P25-01D: After take-off, the airplane climbs in straight line to the altitude of
97
300m, turns right to Sanqingshan VOR/DME platform, flies to D11.9SHR
(D13.8SQS) along 340° magnetic track at the height no less than 1800m and then flies
to Jingdezhen (P25) along 326° magnetic track (R326°SHR).
P25-02D: After take-off, the airplane climbs in gradient straight line no less than
5.5% to the altitude of 300m, turns left to 326° magnetic track at the height no less
than 1800m at D11.9SHR/D13.8SQS and then flies to Jingdezhen (P25) along 326°
magnetic track.
Tonglu (ELNEX) Direction
ELN-01D: After take-off, the airplane climbs in straight line to the altitude of
300m, turns left to Shangrao VOR/DME and then flies to Tonglu (ELNEX) direction
along 052° magnetic track.
Yunhe Direction (by ATC)
BZ-01D (by ATC): After take-off, the airplane climbs in straight line to the
altitude of 300m, turns left back to VOR/DME platform, flies to D17.2SHR
(D17.2SQS) along 116°magnetic track at the height no less than 1800m, shifts to
Shangrao VOR/DME and then flies to P214 along 129°magnetic track to join in the
departure in Yunhe Direction.
BZ-02D (by ATC): After take-off, the airplane climbs in gradient straight line no
less than 5.5% to the altitude of 300m, turns right to D17.2SHR (D17.2SQS) at the
height no less than 1800m, shifts to Shangrao VOR/DME and flies to P214 along
129° magnetic track to join in the departure in Yunhe Direction.
Nanfeng Direction
NF-01D: After take-off, the airplane climbs in straight line to the altitude of
300m, turns right to D11.0SHR (D7.6SQS), and turns left to join in departure in
Nanfeng direction along 229° magnetic track with the height no less than 2400m over
P215.
NF-02D: After take-off, the airplane climbs in straight line to the altitude of
300m, turns left to Sanqingshan VOR/DME platform, flies to D11.0SHR (D7.6SQS)
along 238° magnetic track and turns left to join in departure in Nanfeng direction
along 229° magnetic track with the height no less than 2400m.
98
2) Departure procedure for 24 runway instrument
Jingdezhen (P25) Direction
P25-11D: After take-off, the airplane climbs in straight line to the altitude of
600m, turns right to fly to R298°SHR along 062° magnetic track, turns left and flies
to Jingdezhen direction along 326° (SHR) magnetic track to D11.9SHR at the height
no less than 1800m.
P25-12D: After take-off, the airplane climbs in gradient straight line no less than
5.0% to the altitude of 600m, turns right and flies to D11.9SHR along 012° magnetic
track at the height no less than 1800m, turns left and flies to Jingdezhen (P25)
direction along 326° (SHR) magnetic track.
Tonglu (ELNEX) Direction
ELN-11D: After take-off, the airplane climbs in straight line to the altitude of
600m, turns right back to Shangrao VOR/DME platform, and then turns left and flies
to Tonglu (ELNEX) direction along 052° magnetic track.
Yunhe Direction (by ATC)
BZ-11D(by ATC): After take-off, the airplane climbs in straight line to the
altitude of 600m, turns right back to Shangrao VOR/DME platform, turns right and
flies to reporting point P214 along 129° magnetic track (SHR), then turns left and
flies to Yunhe direction along 092° magnetic track.
BZ-12D(by ATC): After take-off, the airplane climbs in gradient straight line no
less than 5.0% to the altitude of 600m, turns right to 129° (SHR) magnetic track and
flies to D17.2SHR at the height no less than 2100m, then flies to reporting point P214
along 129°(SHR) magnetic track to join in Departure in Yunhe direction.
Nanfeng Direction
NF-11D: After take-off, the airplane climbs in straight line to the altitude of
900m, flies to reporting point P215 at the height no less than 2400m and then flies to
Nanfeng direction along 229° magnetic direction.
3) Approach procedure for 06 runway
Jingdezhen (P25) Direction
The airplane approaching in Jingdezhen (P25) flies along 146° magnetic track to
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Shangrao VOR/DME platform, flies to D11.9SHR/D13.8SQS at the height of 2700m,
and joins in approach procedure here or flies to Shangrao VOR/DME platform to join
in approach procedure or waiting procedure.
Tonglu (ELNEX) Direction
The airplane approaching in Tonglu (ELNEX) direction flies to Shangrao
VOR/DME platform along 232° magnetic track to join in approach procedure or
waiting procedure.
Yunhe Direction (by ATC)
The airplane approaching in Yunhe direction flies to way point P214 along 273°
magnetic track, turns right and flies along 309° magnetic track to R129°/D9.5SHR at
the height of 2400m, and flies to Sanqingshan VOR/DME platform along 282°
magnetic track to join in approach procedure.
Nanfeng Direction
The airplane approaching in Nanfeng direction flies to Shangrao VOR/DME
platform along 049° magnetic track to R229°/D22.7SHR at the height of 1500m, and
join approach procedure here or flies to Shangrao VOR/DME platform to join in
waiting procedure.
4) Approach procedure for 24 runway
Jingdezhen (P25) Direction
The airplane approaching in Jingdezhen (P25) direction flies to Shangrao
VOR/DME platform along 146° magnetic track to D14.8SHR (D16.6SQS) at the
height of 2700m, and joins in DME arc approach procedure here or flies to Shangrao
VOR/DME platform to join in approach procedure.
Tonglu (ELNEX) Direction
The airplane approaching in Tonglu (ELNEX) direction flies to Shangrao
VOR/DME platform along 232° magnetic track to D16.9SHR (D20.5SQS) at the
height of 1500m, and joins in approach procedure here.
Yunhe Direction (by ATC)
The airplane approaching in Yunhe direction flies to way point P214 along 273°
magnetic track, turns right and flies along 309° magnetic track to Shangrao
100
VOR/DME platform to D17.2SHR (D17.0SQS) at the height of 2100m, and joins in
approach procedure here.
Nanfeng Direction
The airplane approaching in Nanfeng direction flies to Shangrao VOR/DME
platform along 049° magnetic track and joins in approach procedure here.
See Figure 4-1-4-7 for flight procedure for Shangrao Airport.
(6) Basic conditions for noise effect
Annual average temperature: 18.1°C
Humidity: 78%
Air pressure: 759mm
Wind speed: 1.2m/s
Runway elevation: 108.6m
Runway direction: 59°-239°
4.1.2.4 Forecast result of airplane noise
(1) LWECPN isoline and forecast result for 2015 and 2020
See Figure for airplane noise LWECPN isoline forecast in 2015 and 2020 of
Shangrao Airport, and see Table 4-2-7 for coverage area. See Table 4-2-8 and 4-2-9
for forecast result of airplane noise of sensitive points, and see Figure 4-1-8 and
Figure 4-1-9 for forecast isoline figure of airplane noise effect.
Table 4-2-7 Forecast coverage area of airport noise Unit: km2
Year LWECPN Sound level range (dB)
>65 >70 >75 >80 >85 >90
2015 2.614 1.117 0.613 0.453 0.350 0.247
2020 4.607 1.736 0.839 0.519 0.407 0.304
Table 4-2-8 Forecast result of airplane noise LWECPN of sensitive points including schools and
hospitals Unit: dB
No. Name of Sensitive Point 2015 (dB) 2020(dB)
1 Gongjia Kindergarten 49.3 52.1
2 Hualong School 53.0 55.8
3 Aimin Hospital 51.3 54.2
4 Zhongtan Primary School 55.2 58.0
5 Cangbei Primary School 62.3 65.1
6 Longfeng Kindergarten 52.7 55.5
101
7 Xiangshan Primary School 56.0 58.8
8 Masters Yuying School 56.0 58.8
9 Aixin Kindergarten 54.0 56.8
10 Yangshi Primary School 57.9 60.7
11 Yangshi Home for the Aged 58.2 61.1
12 Yuantang Primary School 52.0 54.8
13 Zhoudun Primary School 47.5 50.3
14 Luojia Teaching Point 58.0 60.8
Table 4-2-9 Forecast result of airplane noise LWECPN of sensitive points (representative point) of
village Unit: dB
No. Name of Sensitive Point 2015 (dB) 2020 (dB)
1 Gongjiacun 49.3 52.1
2 Wangjia 54.9 57.7
3 Kejia 54.0 56.9
4 Laowushandi 51.3 54.2
5 Wangjiashan 53.0 55.8
6 Xiazhou 53.5 56.3
7 Zhongtancun 55.2 58.0
8 Shangzhoucun 52.7 55.5
9 Huayuan 54.5 57.3
10 Liujia 53.6 56.4
11 Xiajia 52.8 55.6
12 Xujia of Tashui 65.2 68.0
13 Zhangjia 55.1 57.9
14 Beilong 63.4 66.2
15 Cangdun 62.3 65.1
16 Cangting 63.3 66.1
17 Xujia 53.6 56.4
18 Fujiacun 57.4 60.2
19 Zhoujia 60.5 63.3
20 Xiejia 52.7 55.5
21 Wanli 58.3 61.1
22 Maowan 55.6 58.4
23 Shanjiao 54.5 57.3
24 Wangsidun 60.8 63.6
25 Xinwuqiaotou 54.7 57.5
26 Caijia 54.2 57.0
27 Chengjiabao 56.0 58.8
28 Wangjia 54.0 56.8
29 Luosiwan 50.3 53.1
30 Xiaojia 52.1 54.9
31 Shigu 54.9 57.7
32 Qianshan 57.9 60.7
33 Zhoujiashan 50.6 53.4
34 Zhongjia 51.1 53.9
35 Yangshi 57.9 60.7
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36 Fujiashi 57.7 60.5
37 Zhangjiafan 60.0 62.8
38 Xiacun 53.3 56.1
39 Zhucunwan 57.7 60.5
40 Yuantangwu 52.0 54.8
41 Shangwan 54.4 57.2
42 Qianshan 46.8 49.7
43 Zhoudun 47.9 50.7
44 Shanbei 61.8 64.6
45 Zhouwu 59.7 62.5
46 Xiawutang 64.6 67.5
47 Huangwuluojia 58.0 60.8
48 Shanghuangwu 63.4 66.2
49 Wayaodi 50.8 53.6
50 Fangcun 50.4 53.2
51 Maowan 51.1 54.0
52 Majia 49.0 51.8
53 Linjia 49.6 52.4
54 Shantou 54.2 57.0
It can be seen from forecast result that with increase in aviation portfolio, noise
level of each sensitive point increases to certain extent; but by 2020, the airplane will
not affect the surrounding areas of the airport greatly.
(2) Leq isoline and forecast result for 2020
See Table 4-2-10 for coverage area of noise isoline diagram (Leqd55-70dB) in day
and noise isoline diagram in night forecast in 2020 of Shangrao Airport. See Table
4-2-11 and 4-2-12 for forecast result of airplane of sensitive points, and see Figure
4-1-10 and Figure 4-1-11 for impact forecast isoline diagram of airplane noise.
Table 4-2-10 airport noiseForecast coverage areacontribution value (contribution value) Unit: km2
Year LWECPN sound level range (dBA)
>45 >50 >55 >60 >65 >70
2020 Day 11.97 4.67 1.57 0.72 0.48 0.37
2020 Night 2.61 1.06 0.59 0.44 0.33 0.23
Table 4-2-11 Forecast result (contribution value) of airplane noise Leq of sensitive points including
schools and hospitals Unit: dB
No. Name of Sensitive Point Day of 2020 (dBA) Night of 2020 (dBA)
1 Gongjia Kindergarten 38.2 30.9
2 Hualong School 41.2 34.5
3 Aimin Hospital 40.1 33.0
4 Zhongtan Primary School 43.8 36.2
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5 Cangbei Primary School 50.0 43.1
6 Longfeng Kindergarten 41.3 34.5
7 Xiangshan Primary School 44.2 37.5
8 Masters Yuying School 44.2 37.5
9 Aixin Kindergarten 42.4 35.7
10 Yangshi Primary School 46.9 36.8
11 Yangshi Home for the Aged 47.5 35.8
12 Yuantang Primary School 40.7 33.4
13 Zhoudun Primary School 37.1 28.8
14 Luojia Teaching Point 46.0 38.9
Table 4-2-12 Forecast result (contribution value) of airplane noise Leq of sensitive points
(representative point) of village Unit: dB
No. Name of Sensitive Point Day of 2020 (dBA) Night of 2020 (dBA)
1 Gongjiacun 38.2 30.9
2 Wangjia 43.1 36.2
3 Kejia 42.2 35.5
4 Laowushandi 40.1 33.0
5 Wangjiashan 41.2 34.5
6 Xiazhou 41.7 34.9
7 Zhongtancun 43.8 36.2
8 Shangzhoucun 42.2 32.3
9 Huayuan 43.8 33.9
10 Liujia 43.0 33.1
11 Xiajia of Tashui 41.1 34.4
12 Xujia of Tashui 52.1 45.4
13 Zhangjia of Tashui 43.2 36.6
14 Beilong 51.0 44.1
15 Cangdun 50.0 43.1
16 Cangting 51.1 43.3
17 Xujia 42.0 35.3
18 Fujiacun 45.5 38.7
19 Zhoujia 48.7 40.7
20 Xiejia 41.3 34.5
21 Wanli 46.4 39.7
22 Maowan 43.9 37.3
23 Shanjiao 42.9 36.3
24 Wangsidun 48.7 41.7
25 Xinwuqiaotou 43.1 36.5
26 Caijia 42.7 36.0
27 Chengjiabao 44.2 37.5
28 Wangjia 42.4 35.7
29 Luosiwan 38.8 32.0
30 Xiaojia 40.4 33.8
31 Shigu 43.2 36.6
32 Qianshan 46.0 39.4
33 Zhoujiashan 39.0 32.3
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34 Zhongjia 40.4 31.9
35 Yangshi 46.9 36.8
36 Fujiashi 46.4 37.5
37 Zhangjiafan 48.8 37.9
38 Xiacun 42.0 34.4
39 Zhucunwan 46.6 36.9
40 Yuantangwu 40.7 33.4
41 Shangwan 42.9 35.7
42 Qianshan 36.6 28.2
43 Zhoudun 37.5 29.1
44 Shanbei 50.5 39.3
45 Zhouwu 48.3 39.1
46 Xiawutang 52.8 43.2
47 Huangwuluojia 46.0 38.9
48 Shanghuangwu 51.0 44.2
49 Wayaodi 39.2 32.4
50 Fangcun 38.8 32.0
51 Maowan 41.1 30.8
52 Majia 38.8 29.6
53 Linjia 39.3 30.1
54 Shantou 43.7 33.3
The evaluation sets 6 monitoring points of background noise in airport surroundings the
monitoring results as follows:
Table 4-2-13 Monitoring value of background noise of sensitive points of airport surroundings
Point Monitoring average value in day
[dB(A)]
Monitoring average value in night
[dB(A)]
Zhouwu Village 44.7 39.5
Xiawutang 45.4 40.6
Xujia of Tashui 46.6 40.8
Fangcun 44.4 40.2
Beilong 44.4 40.7
Wangsidun 43.5 40.3
Average Value 44.8 40.4
Because it is unable to carry out monitoring of background value of all sensitive
points, the evaluation adopts the representative points on both ends and sides of
runway for monitoring to calculate the background value of area noise in day and
night. In addition that the monitoring point adopts actual monitoring value, other
points take 44.8dB for background noise value in day and 40.4dB in night. The
forecast values of representative points are calculated as follows:
Table 4-2-14 Forecast result (forecast value) of airplane noiseLeq of sensitive points including
hospitals and schools Unit: dB
105
No. Name of Sensitive Point Day of 2020 (dBA) Night of 2020 (dBA)
1 Gongjia Kindergarten 45.7 40.9
2 Hualong School 46.4 41.4
3 Aimin Hospital 46.1 41.1
4 Zhongtan Primary School 47.3 41.8
5 Cangbei Primary School 51.1 45.0
6 Longfeng Kindergarten 46.4 41.4
7 Xiangshan Primary School 47.5 42.2
8 Masters Yuying School 47.5 42.2
9 Aixin Kindergarten 46.8 41.7
10 Yangshi Primary School 49.0 42.0
11 Yangshi Home for the Aged 49.4 41.7
12 Yuantang Primary School 46.2 41.2
13 Zhoudun Primary School 45.5 40.7
14 Luojia Teaching Point 48.5 42.7
Table 4-2-15 Forecast result (forecast value) of airplane noise LWECPN of sensitive points
(representative point) of Village Unit: dB
No. Name of Sensitive Point Day of 2020 (dBA) Night of 2020 (dBA)
1 Gongjiacun 45.7 40.9
2 Wangjia 47.0 41.8
3 Kejia 46.7 41.6
4 Laowushandi 46.1 41.1
5 Wangjiashan 46.4 41.4
6 Xiazhou 46.5 41.5
7 Zhongtancun 47.3 41.8
8 Shangzhoucun 46.7 41.0
9 Huayuan 47.3 41.3
10 Liujia 47.0 41.1
11 Xiajia 46.3 41.4
12 Xujia of Tashui 53.2 46.7
13 Zhangjia 47.1 41.9
14 Beilong 51.9 45.7
15 Cangdun 51.1 45.0
16 Cangting 52.0 45.1
17 Xujia 46.6 41.6
18 Fujiacun 48.2 42.6
19 Zhoujia 50.2 43.6
20 Xiejia 46.4 41.4
21 Wanli 48.7 43.1
22 Maowan 47.4 42.1
23 Shanjiao 47.0 41.8
24 Wangsidun 49.8 44.1
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25 Xinwuqiaotou 47.0 41.9
26 Caijia 46.9 41.7
27 Chengjiabao 47.5 42.2
28 Wangjia 46.8 41.7
29 Luosiwan 45.8 41.0
30 Xiaojia 46.1 41.3
31 Shigu 47.1 41.9
32 Qianshan 48.5 42.9
33 Zhoujiashan 45.8 41.0
34 Zhongjia 46.1 41.0
35 Yangshi 49.0 42.0
36 Fujiashi 48.7 42.2
37 Zhangjiafan 50.3 42.3
38 Xiacun 46.6 41.4
39 Zhucunwan 48.8 42.0
40 Yuantangwu 46.2 41.2
41 Shangwan 47.0 41.7
42 Qianshan 45.4 40.7
43 Zhoudun 45.5 40.7
44 Shanbei 51.5 42.9
45 Zhouwu 49.9 42.3
46 Xiawutang 53.5 45.1
47 Huangwuluojia 48.5 42.7
48 Shanghuangwu 51.9 45.7
49 Wayaodi 45.9 41.0
50 Fangcun 45.5 40.8
51 Maowan 46.3 40.9
52 Majia 45.8 40.7
53 Linjia 45.9 40.8
54 Shantou 47.3 41.2
Standard value 55.0 45.0
It can be seen from above that each village representative sensitive points of
daytime noise predictive values do not exceed the standard, 4 sensitive points exceed
the standard in night. However, because Shangrao Airport site is located in hilly areas,
residents of the same village are in scattered distribution; there are different noise
effects, according to the calculation of contribution value isoline 54.5dB, located in
the daytime within the night contribution, within valueisoline43dB residents,
superimposed background noise value, noise impact value will exceed the diurnal
55dB, night 45dB standard. According to calculation, 5 villages in total have some
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residents appear different circadian over-standard condition, exceed the standard as
follows:
Table 4-2-16 Over-standard condition of residents during day
Monitoring Point Forecast value at location of maximum noise in
day (dBA) Over-standard condition during day
Xiawutang 56.7 17 households (over-standard less than
3dB)
Xujia of Tashui 56.3 3 households (over-standard less than
3dB)
Beilong 52.7 Not exceeding the standard
Cangting 52.0 Not exceeding the standard
Shanghuangwu 52.5 Not exceeding the standard
Table 4-2-17 Over-standard condition residents during night
Monitoring Point Forecast value at location of maximum noise
in night (dBA) Over-standard condition during night
Xiawutang 44.3 Not exceeding the standard
Xujia of Tashui 49.7
35 households for over-standard
(Over-standard of 28 households less than
3dB, over-standard of 7 households 3-6dB)
Beilong 46.6 70 households (over-standard less than
3dB)
Cangting 45.3 100 households (over-standard less than
3dB)
Shanghuangwu 46.3 12 households (over-standard less than
3dB)
4.1.2.5 Evaluation of airplane noise of Shangrao Airport
1. Evaluation of airplane noise LWECPN
(1) Evaluation of LWECPN of sensitive points of Shangrao Airport such as school
and hospital
According to forecast result in 2015 and 2020, the sensitive points listed in the
table do not exceed the standard, in which the noise decibel value is highest in
Cangbei Primary School, in 2020 their predictive value for 65.1dB, less than 70dB
airport regional standard of the first zone.
(2) Comparison of 2015 (acceptance year) and 2020 (target year)
(i) Comparison of impact range under different sound levels
The prediction results show that 70-75dB noise impact area of Shangrao Airport
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in 2015 is 0.504km2, 75-80dB area is 0.160km
2; 70-75 noise impact area in 2020 is
0.897km2, and 75-80dB area is 0.32km
2. It can be seen that as the airline business
volume growth, different sound level of the noise influence to increase somewhat, but
because of air traffic growth is not significant, so the noise scope of influence did not
change much, to a target on 2020 Shangrao Airport surrounding sound better
environmental conditions.
(ii) Impact of airport noise on adjacent villages
Houmentang of Shangrao Airport is location between Tashui Village, Zhoushi
Village and Zhouwu Village, and the airport boundary is distributed with a plurality of
natural village, the residents of relatively dense, on airport noise sensitive. This
prediction in distance from the airport boundary nearest villages mainly includes
Shanghuangwu, Xiawutang, Xujia of Tashui. Upon Forecast result and analysis,
because of inhabitants of dispersive distribution, Xiawutang, Xujia of Tashui
combination of scattered residents into the 70dBisoline range around the airport, on
the whole the villages affected by the noise is small, no noise exceed the standard
sensitive points.
(5) Evaluation conclusion
Shangrao Airport operation to forecast target year 2020, resident points have not
entered into the range over 75dB. From 2015 to 2020, no buildings such as schools
and hospitals have entered into 70dB; therefore, according to the LWECPN evaluation,
airplane noise for people living near the airport can be endured.
2. Evaluation of airplane noise Leq
(1) Leq evaluation of sensitive points of Shangrao Airport such as schools and
hospitals
According to forecast result of sensitive points such as schools and hospitals in
2020, in 14 sensitive points listed in the table, 13 sensitive points do not exceed the
standard, in which the noise decibel value is highest in Cangbei Primary School,
whose predicted value is 45.0dB at night in 2020, reaching the night noise standard of
45.0dB, because Cangbei Primary School does not carry out the teaching activity after
22 at night, and the school student accommodation, so the airport noise sensitive
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points in surrounding schools hospitals had no effect.
(2) Leq evaluation of sensitive points of Shangrao Airport such as villages
According to forecast result of sensitive points of residents in 2020, Xiawutang,
Xujia of Tashui diurnal have a total of 20 households Leq predictive value than 55dB
daytime noise standard; Xujia of Tashui, Beilong, Cangting, Shanghuangwu have a
total of 217 households Leq predictive value than 45dB night noise standard.
(3) Evaluation conclusion
Shangrao Airport operation to predict the target Day of 2020 have a total of 20
households night exceed the standard, 217 households have exceed the standard, thus,
according to the Leq evaluation, Shangraoairplane noise for people living near the
airport has caused certain effect.
4.1.3 Noise Impact Mitigation Mearsures
4.1.3.1 Measures to Reduce Noise Effect during the Construction Period
The Shangrao Airport Construction project comprises of airfield construction,
terminal construction as well as other related support constructions. Noise prevention
measures during the construction period should meet the following requirements:
Reasonably arrange the use of construction machines, reduce the use time of
noisy equipments, improve repair and maintenance for all kinds of construction
machines, try all means to reduce the noise emission of the construction machines,
strictly limit the use of piling machine at night; In each phase of the construction
period, in accordance with the noise effect characteristics of each construction
machine and in combination of the situation of village distribution around the airport,
reasonably arrange the use time of the construction machines, reduce the use time of
highly noisy construction machines at night, and try to arrange daytime work for all
kinds of constructions near Tashui Village and Huangwu Village both of which are
close to the airport boundary.
During the structure construction period, build simple envelopes for concrete
pumps and concrete tank trucks to reduce noise, improve repair and maintenance for
concrete pumps, strengthen training and responsibility education for the construction
personnel, and ensure stable operation of the vehicles.
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4.1.3.2 Measures to Reduce Noise Effect during the Operation Period
To avoid airport noise effects on surrounding inhabitants, many countries in the
world have stipulated land use rules related to airports. After the confirmation of the
airport construction, it’s required to stipulate rules for using the surrounding land,
legally determine land use limits according to its distance to the runway and the flight
path. The rules should be followed by each party to avoid unnecessary disputes.
As the Shangrao Airport will have just a few flights, use comparatively less noisy
airplanes of type B and C, and have few and scattered inhabitants around, the noise of
airplanes will have no obvious impact on local inhabitants by 2020. To minimize the
noise effect on the inhabitants, the follow measures are proposed:
Reasonable arrangement of land development around the airport is an important
measure to avoid airplane noise interference; the local authority and government
should make good planning for land use around the airport in view of future
development of the airport, in accordance with the forecast results for the airport noise
by the target year 2020 of this phase, implement planning control within an area
3-4km away from both ends and 0.5km away from both sides of the runway, and
avoid constructing buildings which are sensitive to noises, such as buildings for
inhabitants, science & research, cultural education and healthcare and office buildings.
If such buildings are necessary, it’s required to take corresponding building
sound-proofing measures. During the process of new rural construction, the local
planning department should make reasonable planning for the settlements near the
airport and provide space for the airport development.
This evaluation adopts Leq (equivalent continuous A-weighted sound pressure
level) as the noise evaluation to forecast and analyze the noise impact on surroundings
of the Shangrao Airport. The forecast and the Leq evaluation show a certain degree of
sensitive point overproof around the airport. Therefore, this evaluation mainly
proposes sound environment protection measures for the Leq forecast results.
(1) Determination of Noise Reducing Measures
In view of the requirements of WBG that the necessity of environmental
protection oriented removal depends on whether there is any economical and feasible
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noise reducing measures. According to the environmental evaluation and analysis,
with the Leq proposed by WBG as the evaluation method, there are about 227
residential houses which will experience noise impact around the airport, but the
overproof amount is less than 5dB, which shows a medium or small degree of noise
impact, so it’s planned to use sound-proofing doors and windows with sealing
measures for sound-proofing of the natural villages, so that both indoor and outdoor
noises of such area can meet the corresponding noise standard requirements and also
meet the residential requirements.
(2) Effect and Development of Sound-Proofing Measures
To make effective use of the land around the airport, sound-proofing measures
can be taken for the transition area with Leqd 45~51dB (A) around the airport to reduce
the impact of airplane noise on the inhabitants. This is an internationally accepted
way.
The sound-proofing effects of domestic professional sound-proofing windows
show below in Table 6-1.
Table 6-1 Weighted Sound-Proofing Amount of Each Level of Sound-Proofing Windows
Level Weighted Sound-Proofing Amount ( RW)
Ⅰ RW≥45
Ⅱ 45> RW≥40
Ⅲ 40> RW≥35
Ⅳ 35> RW≥30
Ⅴ 30> RW≥25
For buildings within the area with daytime equivalent A-weighted sound pressure
level Leqd 55~58dB(A) and night equivalent A-weighted sound pressure level Leqd
45~48dB(A), level-V sound-proofing windows (weighted sound-proofing amount:
30>RW≥25) can be used to realize 20dB of the sound pressure level difference
between indoor and outdoor;
For buildings within the area with daytime equivalent A-weighted sound pressure
level Leqd 58~61dB(A) and night equivalent A-weighted sound pressure level Leqd
48~51dB(A), level-IV sound-proofing windows (weighted sound-proofing amount:
35>RW≥30) can be used to realize 25dB of the sound pressure level difference
between indoor and outdoor;
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At present, 30~35dB sound-proofing windows have been put on the market and
have received good effect on traffic noise control. However, there is no successful
experience in China in the aspect of airplane noise control for airports. According to
the actual situation of the residential houses around Shangrao Airport, the
sound-proofing measures proposed by this evaluation mainly consider the
sound-proofing measures of doors and windows.
Domestic sound-proofing windows have various types including normal ones,
natural draught ones and forced draught ones, the last of which is proposed for
schools to meet the requirement on draught amount; general residents are proposed to
use normal or natural draught sound-proofing windows.
(3) Expenses of Village Sound-Proofing Treatment Measures
It’s planned to use sound-proofing doors and windows with sealing measures for
sound-proofing of the natural villages, so that both indoor and outdoor noises of such
area can meet the corresponding noise standard requirements and also meet the
residential requirements.
In view of social stability, this sound-proofing treatment plan will proceed with
village as the unit. According to the evaluation impact scope, it will influence a total
of 563 residential houses (comprising of 227 houses with noise impact), including 110
residential houses in Xiawutang and 71 in Shanghuangwu in Zhunqiao Township of
Shangrao County, and 90 residential houses in Beilong and 230 in Cangting in Zaotou
Town of Shangrao County, and 62 in Xujia in Tashui, Maojialing, Xinzhou District.
As counted by 2020, the door and window area of each house is 70m2, with the
unit price of windows of 500 yuan/m2, so the calculated expenses for the
sound-proofing measures will reach 19.95 million Yuan totally, with detailed
evaluation results below in Table 6-2.
Table 6-2 Overview of Sound-Proofing Measures and Expenses for Each Natural Village in 2020
Sensitive Points Residential Houses Sound-Proofing
Houses
Unit Price (10 thousand
yuan)
Total Price
(10 thousand
yuan)
Xiawutang 110 110 3.5 385
Shanghuangwu 71 71 3.5 248.5
Beilong 90 90 3.5 315
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Cangting 230 230 3.5 805
Tashuixujia 62 55 3.5
241.5 7 7
Total 563 563 / 1995
(4) Expenses of School Sound-Proofing Measures
According to the forecast results, among altogether 14 schools within the noise
evaluation scope, only the night noise of Cangbei Primary School reaches 45.0dB.
However, as there are no teaching and studying activities in Cangbei Primary School
after 22:00 and no students stay in the school at night, there is no need to take noise
treatment measures for this school.
(5) Total Noise Expenses
As the Shangrao Airport project involves no environmental protection oriented
removal at this phase and no measures are necessary for the overproof night noise in
the school, the expenses of environmental protection measures at this phase only
includes the fees for residential house sound-proofing measures, i.e. 19.95 million
yuan in total.
(6) Noise Treatment Instructions
For the fact that Shangrao Airport meets the current noise evaluation indices and
standard, but is overproof in inhabitant quantity and WBG proposed evaluation Leq as
well as its standards, we think that many conditions have not been fully implemented,
such as Chinese airport construction review program and conditions closely related to
noise influence such as flight quantity, flight timetable and airfield operation situation.
In addition, the current noise forecast results of Shangrao Airport are based on
analogical data and airline operation parameters, so the airport operation will change
as the related parameters are adjusted, which will lead to a great change in Leq
forecast results. Therefore, we suggest that for the overproof noise forecast of
Shangrao Airport, we solve future possible noise interference through a combination
of operation period tracking and monitoring as well as supplemental noise calculation
methods, detailed as follows:
① After the airport goes into operation, noise tracking and monitoring will be
adopted for villages close to the airport and villages with overproof forecast.
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Generally speaking, the flights of airports divide into two seasons each year, so it’s
required to monitor noises twice each year. Once it’s overproof, immediately use the
preserved noise expenses to implement measures. As the flight quantity of Shangrao
Airport will keep growing, it is suggested that we should implement noise measures
step by step to reduce social influence.
② As noise monitoring can reflect noise effects only on the day of monitoring,
the actual noise effects of the airport operation will change with comprehensive
factors such as the weather. Therefore, after the airport goes into operation, the airport
management department can entrust a related qualified organization to calculate each
year’s daily noise effect based on the annual airport operation parameters and take the
calculation results as the basis for noise effect analysis and feasible measures.
4.1.4 Estimation result of long-term noise
4.1.4.1 Estimation parameters
(1) Conditions of long-term runway
Shangrao Airport long-term goal in 2040 of that year, to the Northeast extension
of runway will be extended by 200m and length of 2600m.
(2) Air traffic
Dated 2040 aircraft sorties for 17143 sorties, daily landing 47 sorties.
(3) Models of combination forecasting
See table 4-3-1 for combination forecasting model.
Table 4-3-1 Table for forecast of airplane model combination
Year Category Representative airplane model and proportion
Subtotal B (EMB145, CRJ) C (B737, A319, A320) D (B767, A310)
2040 Domestic 15% 70% 15% 100%
(4) Shangrao Airport in different time flying sorties proportion
Long-term target different time flying sorties proportion at present cannot
determine by 2020, estimates the forecasting parameters.
(5) Proportion of different course
The long-term goal of different routes of takeoff and landing proportion at
present cannot determine by 2020, estimates the forecasting parameters.
(6) Flight program
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Late 2040 due to the extension of the runway and routes of factors such as
increased, so the flight procedures need to design, estimate the flight procedure was
used in this phase of the 2020 project flight program.
4.1.4.2 Estimation results
(1) LWECPN contour lines and the estimation results in 2040
In 2040, Shangrao Airport estimates obtained by aircraft noise cover are shown
in table 4-3-2. Estimation results of aircraft noise of sensitive points are shown in
table 4-3-3, 4-3-4. Aircraft noise estimation of contour map of figure 4-1-12.
Table 4-3-2 Estimated coverage area of airport noise Unit: km2
Year LWECPN sound level range (dB)
>70 >75 >80 >85 >90
2040 6.250 2.456 1.080 0.618 0.474
Table 4-3-3 Estimation results of airplane noise of sensitive points such as school and hospitals
Unit: dB
No. Name of Sensitive Point Noise estimation value in 2040
1 Gongjia kindergarten 59.3
2 Longhua School 62.4
3 Aimin Hospital 61.3
4 Zhongtan Primary School 64.7
5 Cangbei Primary School 71.8
6 Longfeng kindergarten 61.4
7 Xiangshan Primary School 64.2
8 Masters School 64.2
9 Aixin kindergarten 62.1
10 Yangshi Primary School 66.6
11 Yangshi geracomium 67.6
12 Yuantang Primary School 60.9
13 Zhoudun Primary School 56.5
14 Luojia teaching point 67.7
15 Zhouwu Primary School 68.5
Table 4-2-9 Estimation result of airplane noise LWECPN of Village sensitive points (representative
point) Unit: dB
No. Name of Sensitive Point Estimated value of noise in 2040
1 Gongjia Village 59.3
2 Wangjia 64.1
3 Kejia 62.7
4 Laowushandi 61.3
5 Wangjiashan 62.4
6 Xiazhou 62.7
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7 Zhongtan Village 64.7
8 Shangzhou Village 62.8
9 Park 64.6
10 Liujia 63.7
11 Xiajia 62.6
12 Xujia 74.7
13 Zhangjia 65.1
14 Beilong 73.0
15 Cangdun 71.8
16 Cangting 72.4
17 Xujia 62.6
18 Fujia Village 66.2
19 Zhoujia 69.7
20 Xiejia 61.4
21 Wanli 68.1
22 Maowan 65.5
23 Mountain foot 63.3
24 Wangsidun 69.3
25 Xinwuqiaotou 63.2
26 Caijia 62.6
27 Chengjiabao 64.2
28 Wangjia 62.1
29 Luosiwan 60.2
30 Xiaojia 62.0
31 Shigu 65.1
32 Qianshan 68.1
33 Zhoujia mountain 60.5
34 Zhongjia 59.7
35 Yueshi 66.6
36 Fujiashi 66.4
37 Zhangjiadian 69.0
38 Xia Village 61.9
39 Zhucunwan 66.3
40 Yuantangwu 60.9
41 Shangwan 63.9
42 Qianshan 56.0
43 Zhoudun 56.9
44 Shanbei 71.0
45 Zhouwu 68.5
46 Xiawutang 74.0
47 Huangwu Luojia 67.7
48 Shanghuangwu 73.2
49 Wayaodi 60.9
50 Fangcun 60.4
51 Maowan 60.4
52 Majia 58.1
53 Linjia 58.7
117
54 Shantou 63.3
4.1.4.3 Evaluation of long-term airplane noise
(1) Evaluation of LWECPN of sensitive points such as hospitals and schools of
Shangrao Airport
According to the estimation results in 2040, listed in the table, the sensitive
points in addition to Cangbei Primary School, other schools of the hospital were not
exceed the standard, in which the noise decibel value was highest in the Cangbei
Primary School 2040 noise estimation value reached 71.8dB, over a class of 70dB
standard.
(2) Impact of airport noise on adjacent village group
According to estimation results of villages in 2040, representative point of the
noise are exceed the standard, because the inhabitants of dispersive distribution, group
Xiawutang and water tower Xujia has scattered residents into the 75dB contour of
range, Xiawutang group has 26 households, 130 people enter, water tower Xujia 12
households 60 people enter。Overall, to 2040, airport to periphery effect is not
significant.
4.1.4.4 Long-term noise control range
Due to long-term noise in the existing conditions, estimation, so as to noise
abatement measures put forward basis, we as long as the basis of long term noise
calculation results suggested Shangrao Airport surrounding land use control range.
According to 70dB range in 2040, we will track the ends of each 3km, both 500m
range is determined for the airport noise construction control area. See the specific
scope of the pictures.
118
4.2 Analysis of Ecological Impact and Mitigation Measrues
4.2.1 Analysis of Ecological Impact during Construction Period
4.2.1.1 Analysis of land use impact
According to the airport the airport total plane plans, the need to levy permanent
land 148.8573hm2. In construction period, evaluation area for airport construction
leads to the change of land use in Table 5-1-1.
Table 5-1-1 Conditions of change in land use type of evaluation area
Land use type Area of
evaluation area
(hm2)
Area of
occupied area
(hm2)
Change
amount
(hm2)
Change
proportion
(%)
Class I
category Class II category
Farmland Dry land 63.84 6.0644 -6.0644 9.50
Paddy field 6222.63 17.8689 -17.8689 0.29
Forest land
Forest land 5298.29 104.8156 -104.8156 1.98
Shrub forest land 180.91 0 0 0
Other forest land 123.99 0 0 0
Grassland Other grassland 17.99 5.1816 -5.1816 28.80
Field Orchard 5.54 0.1443 -0.1443 2.60
Tea garden 333.97 0.9935 -0.9935 0.30
Residential
land
Urban residential land 307.90 0 0 0
Countryside homestead 1053.64 2.8862 -2.8862 0.27
For public
administration
and public
services
For science and education
27.87 0 0 0
Industrial Industrial land use 145.59 0 0 0
119
warehouse
land
Other land Bare land 131.78 0 0 0
Ridge of field 26.02 2.6079 -2.6079 10.02
Water and
land for water
conservancy
facilities
River water 495.10 0 0 0
Reservoir water 85.03 0 0 0
Pond water 197.11 6.0337 -6.0337 3.06
Ditch 101.97 0.9191 -0.9191 0.90
Inland Beach 78.88 0 0 0
Land for
transportation
Land used for highways 156.81 0 0 0
Rural road 133.99 1.3421 -1.3421 1.00
Airport land 0 - +148.8573
Subtotal 15188.86 148.8573 0.98
It can seen from Table 5-1-1 that during the construction period of the project
will cause the 148.8573hm2 to land into the airport, evaluation area accounted for
only 0.98% of the total land area, land use pattern of evaluation area less effect. The
airport construction so that the original grassland area decreased by 28.8%, so that the
original dry land area reduction of 9.5%, at the completion of land fill delimit and
reclamation work, ensure that the quantity and quality of cultivated land in the
condition of not reducing, project construction on regional agricultural production
influence is very limited. In addition, the land before the construction project
construction compared to a decrease of 1.98%, although the proportion of small, but
in order not to affect the evaluation area woodland of original soil and water
conservation, water conservation ecological function, in accordance with the relevant
provisions to forest land requisition-compensation work, as well as the vegetation
restoration and landscape work.
Airport Road projects all front to commandeer land 27.8 hm2. In addition to
construction site, temporary road, material yard and other temporary land. The
expropriation of land occupied land cover types are permanently change, land
vegetation removed permanently, the functions of land use change, surface covering
properties change. The temporary occupation of land surface vegetation destruction,
surface properties change, regional surface exposed to increase, environmental
stability decreases, for wind, hydraulic action sensitivity enhancement, more prone to
deterioration of ecological environment. In addition, road construction to take up
120
civilian curtilage, will cause the relocation of residents, to occupy the new land.
However, Airport Avenue project covers an area of small, supporting pipeline
engineering and drainage engineering without permanent occupation, not on land use
pattern produces an effect.
4.2.1.2 Impact analysis of vegetation
(1) Biomass loss
Construction period to evaluation area vegetation mainly manifested as airport
terminal area engineering, site formation, Earth cut and fill the original soil structure
is changed, the destruction of the original vegetation of the area, resulting in
vegetation composition and structure to change, which causes the plant biomass loss.
Through consulting relevant literature collection of plant communities, the local
forestry departments have investigation on evaluation area; the main type of plant
community biomass is estimated in Table 5-1-2.
Table 5-1-2 Statistics of plants biomass in evaluation area and occupied area
Vegetation type
Average
biomass
(t/hm2)
Evaluation area Permanent occupied area
Area (hm2) Total biomass (t) Area (hm2) Total biomass (t)
Broad-leaved
evergreen forests 65 3535.41 229801.65 0 0
Grassland 10 43.14 431.4 5.1816 51.816
Evergreen
coniferous and Ye
Lin
60 1884.83 113089.8 104.8156 6288.936
Shrub 65 180.81 11752.65 0 0
Artificial planting
orchard 55 5.54 304.7 0.1463 7.9365
Artificial planting
tea garden 40 333.99 13359.6 0.9935 39.74
Artificial
cultivation of crops 15 6285.43 94281.45 32.4333 486.4995
Subtotal - 12269.15 463021.3 143.5703 6874.928
Note: the table of natural vegetation in the average biomass with reference to Fang Jingyun as China's forest
vegetation biomass and net production (Journal of ecology, 16 ( 5): 497-508) of the relevant data.
By Table 5-1-2, according to the type of plant community distribution estimation
of biomass in the evaluation area totaled approximately 463021.3t, airport permanent
region accounted for biomass is 6874.928t, accounting for evaluation area plant
biomass 1.48%. construction plant biomass loss is relatively small
121
(2) Analysis of agricultural production impact
The airport project will occupy cultivated land of 23.9333hm2 (including paddy
field of 17.8689hm2, dry land of 6.0644hm
2, not taking up basic farm ), occupy the
1.1378hm2 (orchard of 0.1443hm
2, tea garden of 0.9935hm
2), the airport road project
land of 27.8hm2, cultivated land of 6.98hm
2, field of 0.002hm
2, farmland of 1.32 hm
2.
Engineering construction will have impact on agricultural ecological system in the
following areas:
① Changes in soil properties
Construction on farmland ecological environment influence is mainly covers will
make farmland soil properties changed by comparison, fertile soil, suitable for crop
growth, change of the concrete structure is not suitable for crop growth, poor
permeability structure, reducing soil natural productive force. Therefore, the airport
under construction should be farmland area of about 30cm thick upper soil layer to
peel, temporary accumulation of stored, take effective measures for soil and water
conservation, green for airport, also can be timely removed for urban greening or land
reclamation. Never casually discard it into the pit.
② Effects on crops and fruit trees production
Airport construction will take up farmland 32.4333hm2, among them paddy field
area is 17.8689hm2, 14.3644hm2. The region includes dry land, crops to rice, cotton,
sweet potato, taro, peanut and so on. Construction period all construction sites will
destroy the original farmland, make area crop yield reduction of 293.2861t/a.
In addition, airport construction will commandeer garden area of 1.1398hm2.
according to the average yield of 55t/hm2 project area of fruit trees, tea yield average
40t/hm2 calculation of the project occupies garden will make biomass yield reduction
of 47.6765t/a.
In the process of construction, transport vehicles, construction machinery and
personnel will be on the adjacent farmland interference, construction site and soil loss
water may enter the field, affecting the normal agricultural production.
(3) Analysis of influence on forestry resources
Forest land are the important natural resources and strategic resources, forest
122
survival and development foundation, is non-renewable resources. Construction of
forest land requisition and occupation in pine, slash pine, Sugiki, broad-leaved tree
(camphor tree). The project will lead to regional forest resources decrease of 108.1356
hectares, the area of masson pine, Sugiki, slash pine processing products and Camellia
edible oil products supply capacity with the forest land resources reduction. Thus, the
construction unit and the local government should timely implementation of
compensation funds, and guide farmers to forest vegetation remote recovery, reduce
project construction of commodity forest resource, forest products supply capacity
and farmers' revenue.
(4) Protect the plants and trees effect
Through on-site inspection, project use forest land is distributed with the state
protection of two species of camphor tree, by sampling measurement, distribution of
3,722 strains of Cinnamomum camphora, will be composed of land units employ a
quality, strong technical force units responsible for transplant processing, where the
township forestry and Forestry workstation is responsible for the supervision and
technical guidance for transplant, Shangrao County and Xinzhou forestry
management.
Transplant locations proposed location in short distance, with corresponding
scale, have the ability to receive the number of nursery. Camphor tree transplant is
nearly not far away, so transplant location principle of distance camphor tree original
grow closer, if make sure transplant after the nursery and growth in the same spatial
geographical unit, climate, soil, illumination, moisture and other similar
environmental conditions, at the same time with the artificial careful conservation,
camphor tree transplant in ecological suitability angle is feasible.
4.2.1.3 Analysis of animal impact
(1) Influence on Amphibians
The region accounted for amphibian animal mainly for frogs, located in river
beach, farmland. In the process of construction, mechanical operation of the
amphibian animal habitat from destruction, may also cause damage to the individual.
But construction never on evaluation area amphibian animal population and the
123
number of significant impact, therefore, during construction, through the
strengthening of the construction workers of wild animal protection knowledge
propaganda, careful to avoid, can prevent the amphibian animal effect.
(2) Effects on reptiles
Occupied area reptiles including snakes and lizards, animal. In the process of the
construction of large machinery, transport vehicles are likely to hurt some reptiles,
and forcing them to escape from the construction area . Because of the regional
human activities have more frequent, wild reptile animal population distribution is
relatively small; and the construction is the process of gradual development therefore,
in the process of construction, the region will be moved to the outside of the region of
reptiles similar habitat, not causing regional reptile population was substantially
reduced.
(3) Effects on mammal
Occupied area wild mammal animal less species, including rats, bats animal.
Rodents are mainly distributed in the scrub and residential area near; Vespertilionidae
belongs to the carnivorous species, mainly distributed in the mountain area in the cave.
The region accounted for in the national and provincial key protection wild mammal
animal distribution project construction will force the regional animal to move it, but
because the engineering construction area is small, and the near and the similar living
environment is easy to find, disturbed animal can be found in the adjacent area to find
a suitable living environment, migration path unobstructed, species number won't
have big wave motion. But attention should be paid to protection, forbidden chaos
catch excessive hunting of wild animal resources, ensure no damage.
(4) Effects on the birds
This project will occupy part of pond, orchard, grass and forest. During
construction, engineering construction will destroy the original vegetation and habitat,
leading to loss of habitat and food source, the birds, and foraging will effect. At the
same time, in the construction process, frequent activities of the personnel,
engineering machinery operation with the traffic will be in the regional activity of
birds produce larger interference.
124
4.2.1.4 Impact analysis of water and soil loss
(1) Earth balance analysis
The project total Earth 6160000 m3, among them: cut a total of 3170000m3, fill
gross is 3090000m3. Earth after balance adjustment produces waste 80000m
3. In order
to reduce over-the-counter land occupied and influence, engineering discard selection
backfill out in ponds and other low-lying areas, or even to make the entire backfill,
overall elevation 5cm. project does not set the soil and spoil fields.
The peel surface soil 28.42 million m3, concentration of Surface soil pile soil
piled up in the floor, after the end of construction, for the project of the green zone
soil. This project earth balance is in Table 5-1-3.
Table 5-1-3 Table for Earth Balance Conditions Unit: 10,000 m3 (natural square)
No
.
Su
b-area
Ty
pe
Ex
cavatio
n
Back
filling
Direct assignment Use q
uan
tity o
f
temp
orary
pilin
g o
f
surface so
il
Borro
wing Spoil
In Out
Qu
antity
So
urce
Qu
antity
Usag
e
Qu
antity
So
urce
Qu
antity
Usag
e
(i)
Flig
ht area
Earth 274.7
4
248.4
1 19.13 (ii) 7.20
With
in b
ackfill
area
Surface
soil 27.68 27.68 28.42
Subtotal 302.4
2
276.0
9 19.13 (ii) 28.42 7.20
(ii)
Term
inal area
Earth 13.84 32.17 19.13 (i) 0.80
With
in
back
fill area
Surface
soil 0.71 0.71
Subtotal 14.55 32.88 19.13 (i) 0.80
(iii)
Temp
orary
land
for
constr
uction
Earth
Surface
soil 0.03 0.03
Subtotal 0.03 0.03
Subtotal
Earth 288.5
8
280.5
8 8.00
Surface
soil 28.42 28.42 28.42
125
Subtotal 317.0
0
309.0
0 19.58 19.58 28.42 8.00
With
in
back
fill area
Earth Flow Diagram
(2) Prevention sub-area of water and soil loss
According to the engineering characteristics, the main part of the project layout,
probably caused by the water and soil loss water and soil loss, responsibility to
prevent and control objective, the control of project water and soil loss prevention
area is divided into 3 prevention areas-prevention area of flight area, prevention area
of terminal area and prevention area of temporary land for construction as follows:
① Prevention area: flight area including runway, anti blow Ping, runway end
safety zone, taxiway, apron, paddock Road, near the light, navigation station and
Station Road, covers an area of 135.39hm2. water and soil loss the emphasis of
prevention is to do a good job of plant site drainage, slope protection and greening in
the process of construction, as well as temporary protection.
② Prevention area of terminal area: includes the terminal building, air traffic
126
control building, tower, parking, cargo area, auxiliary production and office life
service facilities, covers an area of 13.47hm2. Water and soil loss control this area
focuses on the well site drainage, slope protection and greening, and during
construction of the temporary protection.
③ Prevention area of temporary land for construction: including construction
site, Surface soil pile soil field and road construction the three part, covers an area of
11.05hm2, construction site, Surface soil heap dump and part of road construction are
all located in terminal area and flight area of permanent occupation, area does not
repeat column. In the area of water and soil loss control key is to do a good job in
appearance and construction of road drainage, temporary pile soil protection, road
slope protection, and after the end of construction land remediation using.
See Table 5-1-4 for prevention and classification of water and soil loss of the
project
Table 5-1-4 Table for prevention area and classification conditions of water and soil loss
No. Prevention sub-area of
water and soil loss Area (hm2 ) Main construction contents
Features of water and soil
loss
1 Terminal area 13.47
Including the terminal building, air
traffic control building, tower, parking,
cargo area, auxiliary production and
office, life service facilities
Engineering punctuates
distribution, water and soil
loss forms to surface
erosion
2 Flight area 135.39
The runway, anti blow Ping, runway
end safety zone, taxiway, apron,
paddock Road, near the light,
navigation station and station road
Engineering distributed
linearly, water and soil loss
water and soil manifested as
herpes. Loss form diversity,
surface erosion, gully
erosion and other forms
3
Temporary
land for
construction
Construction
path 0.05
Internal road construction long 1500m,
excluding column added covering
Construction
site --
Arrangement of 4 construction site,
respectively arranged in flight and
terminal area, no new area
Engineering punctuates
distribution, water and soil
loss forms mainly for
surface erosion
Piling area
of surface
soil
--
3 surface soil pile soil fields in total
are located on the flight zone, no new
area
(3) Forecast Range and Forecast Period
① Forecast Range
According to the construction characteristics, water and soil loss predicted range
includes flight zone, terminal area, temporary construction land and other 3 areas.
127
a: flight area: including runway, anti blow Ping, runway end safety zone, taxiway,
apron engineering and corresponding facilities, covers an area of 125.39hm2
(excluding the area within the construction of temporary land).
b: terminal area: includes terminal, air traffic control building, tower, parking,
cargo area, auxiliary production and office living facilities, covers an area of
12.47hm2 in total ( not including the area within the construction of temporary land ).
c: construction of the temporary use of land: including construction site, surface
soil pile soil field and road construction the three part, among them: construction site
covers an area of 3.10hm2; surface soil pile soil field covers an area of 7.90hm
2; road
construction covers an area of 0.05hm2, 11.05hm
2 in total (including flight zone and
terminal area construction site, surface soil pile soil field and road construction area).
②Forecast period
The project water and soil loss prediction period, divided the construction
preparation stage, construction stage and natural recovery period of three hours.
a: construction preparation stage: the main prediction field four links one ping
and other construction activities may cause the water and soil loss, a total of 5
months.
b: main prediction during construction period of field area built (structure ) to
build the building, road paving and construction activity may cause the water and soil
loss, a total of 39 months.
c: natural recovery period: according to the disturbance of construction ended
after 2 years. According to the construction schedule, combined to produce the water
and soil loss season to determine the regions of water and soil loss prediction period,
when the time of construction in rainy season the year over length does not exceed the
length calculation, according to the length of the proportion accounted for, water and
soil loss determine the regional prediction period, see Table 5-1-5.
Table 5-1-5 Table for forecast period of water and soil loss
No. Forecast sub-area
Forecast period (a)
Construction preparation
period Construction period Natural recovery period
1 Flight area 1.0 3.0 2.0
128
2 Terminal area 1.0 3.0 2.0
3 Spoil ground -- 1.0 2.0
4
Temporary land for
construction 1.0 1.0 2.0
Among them: temporary
piling area -- 1.0 --
(4) Amount of water and soil loss that may be caused
① water and soil caused flight zone loss area is 125.39hm2, according to the
construction preparation stage construction stage 1.0A, 3.0A, 1.0A to predict natural
recovery period may cause the water and soil loss quantity. Through calculation,
water and soil loss flight area of a total of 61348t, add water and soil loss 56428t.
② terminal area: water and soil loss caused the area of 12.47hm2, according to
the construction preparation stage construction stage 1.0A, 3.0A, 1.0A to predict
natural recovery period may cause the water and soil loss terminal area water. By
calculation, and soil loss 6002t water and total, soil loss added quantity is 5829t.
③ construction of temporary land use: water and soil loss caused a total area of
11.05hm2, according to the construction preparation stage construction stage 1.0A,
1.0A, 2.0A to predict natural recovery period may cause the water and soil loss. By
calculation, construction of temporary land use during construction water and soil loss
total amount is 2901t, add water and soil loss 2758t.
④ construction of temporary land use: water and soil loss caused a total area of
11.05hm2, according to the construction preparation stage construction stage 1.0A,
1.0A, 2.0A to predict natural recovery period may cause the water and soil loss. By
calculation, construction of temporary land use during construction water and soil loss
total amount is 2901t, add water and soil loss 2758t.
The project is probably caused by the water and soil loss 70579t water and total,
soil loss added quantity is 65338t. New water and soil loss occurs mainly in the
construction preparation stage and construction stage; construction may cause the
water and soil loss Table 5-1-6-Table 5-1-8.
Table 5-1-6 Table for summarization of total amount of water and soil loss and new increase
of water and soil loss
No. Forecast period New increase quantity of water and Quantity of water and soil loss (t)
129
soil loss (t)
Quantity (t) Proportion (%) Quantity (t) Proportion (%)
1 Construction
preparation period 16897 25.86 17909 25.37
2 Construction period 48283 73.90 51209 72.56
3 Natural recovery
period 158 0.24 1461 2.07
4 Subtotal 65338 100 70579 100
Table 5-1-7 Forecast of quantity of water and soil loss that may be caused by construction of
each region
No
.
Fo
recast un
it
Fo
recast perio
d
(a)
Back
gro
un
d v
alue o
f
soil ero
sion
(t/km
2·a)
Mo
du
le of ero
sion
after distu
rban
ce
(t/km
2·a)
Area o
f erosio
n (h
m2)
Tim
e of ero
sion
(a)
Lo
ss qu
antity
of
back
gro
und
(t)
To
tal amou
nt o
f water
and
soil ero
sion
(t)
New
increase o
f loss
qu
antity
(t)
1 Flight area
Construction
preparation period 730 11960 125.39 1 915 14997 14081
Construction
period 730 11960 125.39 3 2746 44990 42244
Natural recovery
period 730 790 86.15 2 1258 1361 103
Subtotal 4919 61348 56428
2
terminal
area
Construction
preparation period 320 11960 12.47 1 40 1491 1452
Construction
period 320 11960 12.47 3 120 4474 4355
Natural recovery
period 320 790 2.36 2 15 37 22
Subtotal 175 6002 5829
3
Temporary
land for
constructio
n
Construction
preparation period 480 7360 3.9 1 19 287 268
Construction
period 480 7360 3.9 1 19 287 268
Natural recovery
period 480 980 3.01 2 29 59 30
In which:
Temporary
piling area
Construction
period 480 14350 7.9 1 38 1134 1096
Natural recovery
period 480 14350 7.9 1 38 1134 1096
Subtotal 143 2901 2758
Total 70251 65015
130
Remarks: Temporary land for construction comprises flight zone and construction site in terminal
area, surface pile field and road construction area with the listed area not calculated again.
Table 5-1-8 Table for forecast result of water and soil loss
No
. Forecast unit
Area of
disturbed
original
landforms (hm2)
Damage to soil
and water
conservation
Facilities (hm2)
Spoil, abandoned
stone, waste
residues
(10,000m3)
Total
amount of
water and
soil loss (t)
Additional
soil
erosion (t)
1 Flight area 125.39 93.02 7.20 61348 56428
2 terminal area 12.47 10.12 0.80 6002 5829
3 Temporary land
for construction 11.05 3.01 2901 2758
4 Subtotal 149.66 106.15 8.00 70251 65015
Remarks: Temporary land for construction comprises flight zone and construction site in terminal area, surface pile
field and road construction area with the listed area not calculated again.
(5)Analysis and evaluation of water and soil loss harm
Water and soil loss hazards are often has potential, if the formation of water and
soil loss hazard and executive management, it will cause the land resource and land
productivity decline, and manages difficulty to increase, the cost increase. This
project is in construction process, will disturbingoriginal landforms, damage to land
and vegetation, such as not to be reasonable control, will be likely to land resources,
ecological environment and water conservancy facilities to bring adverse effect is
mainly manifested in the:
① Destruction and impact on land resource
The project building occupied land, changing the original surface, damage to
vegetation, soil layer and the vegetation layer is excavated, peeling or buried, so that
the area of bare land area increase, reduce soil erosion, increase the water and soil
loss . The amount of construction land productivity caused by short-term decline or
loss, on the the surrounding crops and land use, agricultural production will cause
adverse effect to the project, vegetation restoration and land management to increase
the difficulty.
② Effect on regional ecological environment
Project area, a beautiful natural environment, rich in tourism resources, there are
Shangrao, Sanqingshan contents in concentration camps, tourist attractions such as the
area, terminal, flight area, construction of temporary land area construction, will
131
damage the original landform and vegetation, disruption of the surface layer of the
physical structure, reduces surface corrosion resistance to scour, on regional
ecological environment caused some adverse effects.
③ On the river, Feng River and area of water conservancy facilities
The project is located at the letter and Feng River nearby. Construction process
such as not to take timely and effective compaction, blocking, precipitation, mulching,
loose soil, stone, slag under the action of precipitation is likely to enter into letter
Feng River and near the water, on the river, Feng River and the area of water
conservancy infrastructure and water will cause a certain impact.
4.2.1.5 Ecological impact analysis of relocation area
(1) relocation area
Placement location altogether has three, is located on the north side of the first
Huangwuluojia, 14 villagers resettlement planning, combined with the two road
construction, street to the nearest settlement;
Sites within the need for demolition of the 14 residents, 22 homes, a building
area of 6469.76m2, according to the local power supply department provides
information, site within a 110KVMaozao Line, 110KV WangZao Line and 10KV
respect the bridge wire feeder through tea plantation, it needs moving.
By Sanqingshan Airport limited company and village collective responsibility
through and was taken family negotiation mode, arrangement and taken before the
equal area curtilage base, ensure that the new homestead " three links one ping" and
other necessary infrastructure facilities in full consultation and field investigation, the
selected in the group Shanghuangwu 600m north region reconstruction of the
placement. Resettlement area landforms as shown in photos, see Figure 5-1-1 for
placement points.
132
Relocation Area
Second are located in Zunqiao Township town on the north side of the mountain,
Peng Shan Pai Village, near the village of Zunqiao Township, within the airport
operation, affected by noise in the village relocation resettlement; third at the soap
weeks on the south side of the road, opposite the village of snail Bay, the settlement
was Zaotou Town within the airport operation, affected by noise the village relocation
resettlement.
(2) Analysis of ecological environment impact
Shangrao Sanqingshan Airport Zunqiao Township limited and the commitment
of the government, will be responsible for the new resettlement location of water,
electricity, road infrastructure complete and mastery. Because of the early need for
ground leveling, water, electricity, access and drainage project, excavation in the earth
and landfill process, on the original vegetation and soil caused destruction. In the
construction period of the destruction of vegetation and surface soil structure changes,
so that the surface exposed in rain, under the influence of easily lead to soil erosion.
Therefore, during construction, need to do a good job of drainage facilities, on an
exposed surface pile soil and slope to take soil and water conservation measures, such
as the rain with a tarp cover, or to build temporary debris Hom and precipitation pool,
reduce the water and soil loss. in addition, resettlement area construction, the region 's
original forest and grass ecosystem into residential construction land, land use pattern
change, but as a result of the occupied land area is smaller, at the regional level
changes were not significant.
Resettlement area construction period influences water and soil loss, as an area
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of small perturbations, taking reasonable measures of soil and water conservation
condition, the ecological effects are acceptable.
4.2.2 Ecological Impact Analysis during Operation
4.2.2.1 Impact Analysis of Vegetation
After completion of the airport, project operation not on surrounding areas of
vegetation composition, structure and diversity of adverse effects. The airport through
planting greening measures such as field, supplemented by regular maintenance, can
improve ecological environment quality.
4.2.2.2 Impact Analysis of Animals
In initial stage of operation, the airport around birds by strong noise frightened to
fly away from the airport area, affecting their normal activities. But the effect is
temporary, as operation time, birds on noise adaptive, thereby restoring the normal
living habits. In addition, in order to ensure aircraft safety, also near the airport birds
were expelled, it will also have a certain impact on the environment in which they live,
but these effects are mild, not on the existential threat, therefore it is acceptable.
Airport construction area raw I activity is frequent, there is no national key
protected wild animal activities, and other small mammals (such as rats, rabbits and
so on) and frogs animal belongs to the existing airport and the surrounding region
common animal, have to airport noise has certain adaptability, therefore, the airport
operator, airplane noise on the animal 's limited impact.
Airport runway built after operation, aircraft taking off and landing vehicles will
gradually increase, increased airplane noise airport on regional activity of birds can
generate interference, which frightened and fly away; but, in order to ensure flight
safety, airport driving birds measures taken with the aircraft taking off and landing
vehicles increases and continue to strengthen; thus, the airport region of birds will
also have an impact . Because the airport and the surrounding region does not belong
to birds endemic habitat, and, most birds at the airport expansion has been in the area,
show the airplane noise degree of adaptability, therefore, the airport expansion project
operation after airplane noise on bird populations and dynamic effect of limited, and
is acceptable.
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4.2.2.3 Safety impact analysis of bird impact
The completion of the airport operation, aircraft taking off and landing vehicles
will be gradually increased, increasing the aircraft noise around airport on regional
activity of birds can generate interference, influence of bird to normal activities; on
the other hand, birds on the flight safety of aircraft will also pose a threat to birds,
severe crash injury, especially in larger birds, and even cause plane crash. Therefore,
the plane and the relationship among birds, not just the ecological impact of the
problem, but also a safety issue.
According to the International Civil Aviation Association (HACO) using radar
network and other advanced means to study migratory pattern data investigation, hit
rate is the highest for the migratory season, is also flying with the birds of
contradictions between the time aircraft and bird impact mainly in low altitude and
low altitude flight, in the taking off and landing. 90% bird strikes occurred height less
than 600m. In addition to the migratory process, common bird in 150m height range,
few birds at the height of 500-1500m flight and very few birds in flight at 1500m.
Airport construction area because of the convenient traffic, frequent human
activities, suitable for wild animal habitat is not much, wild animal resources are less.
Airport and the surrounding region does not belong to birds endemic habitat, nor in
the major bird migration channel is arranged. Therefore, the airport operation after the
aircraft collided with the hidden trouble of birds are relatively small. But from the
operation safety consider, airport must take the measure of expelling bird; selection of
advanced bird facilities, avoid bird strikes. According to machine the perimeter of the
airport land use status, airport driving birds staff should do the daily patrol nurses,
understand bird population characteristics, year/day activity rhythm and habitat
condition; establishment of bird strike prevention management system, using a variety
of bird facilities and equipment, a variety of means to change of combination use,
minimize machine bird collision probability.
(3) Protective measures for Camphortree transplanting
After investigating the scene, the project occupies the area of the state protection
of two species of Camphortree, the forestry sector sampling measurement, distribution
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of Camphortree 3722 strains, by engaging qualified units, strong technical force units
responsible for transplanting treatment, where the township forestry office and
Forestry workstation is responsible for overseeing the transplanting and technical
guidance, and Shangrao County District Bureau of forestry management.
Transplanting preliminary plan is as follows:
(4) Measures for expelling bird
In order to guarantee the safety of aircraft taking off and landing, airport
operation need to set up a bird driving team, develop special management system, set
up special funds for the bird.
1. System management
(1) Detailed record of daily inspection results will be a day of birds, bird driving
information carefully documented, accumulation of birds audio and video information,
and regularly on the data analysis;
(2) Bird driving process, if found to pose a threat to the safety of aircraft taking
off and landing a bird or birds to tower staff feedback information, so that the control
tower personnel to quickly and accurately to flight commander and crew feedback;
(3) Collection of relevant in the airport or surrounding the airport on the aircraft
operation constitutes a potential dangerous bird information, and submit the
information to Chinese civil aviation airport bird strike prevention system, to the
International Civil Aviation Organization (ICAO) input to a bird strike information
system (IBIS);
(4) Hold regular bird strike prevention training class, and hire professionals to
bird driving members and bird related business training.
2. Bird driving equipment application
Single bird facilities cannot effectively solve the bird problem and take a variety
of means of combination.
(1) The gas gun and rifle used in combination, mainly to the gas gun;
(2) In the terminal building, drainage ditch, billboard top for perching birds
activity corners, set some bird driving device (steel thorn, wind wheel, rolling board)
to prevent birds in flight area of a large number of activities;
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(3) The bird driving process, to drive off the birds is appropriate, achieve person
and the harmonious coexistence of birds, and reduce the shotgun hunting activities.
3. Ecological environment governance
(1) Each year for RCC and mowing work, effective compaction can reduce the
ground grass animal bird attract, a full range of mowing grass high job control in
between 13-15cm, can effectively reduce the birds in flight area of the habitat, and to
prevent a large amount of strong plant to attract birds;
(2) Each year to organize manpower to the flight area of the drainage ditch
sediment treatment, to prevent the breeding of mosquitoes and other aquatic
organisms to attract birds to feed;
(3) Every spring in flight area of casting their medicine, summer spray
insecticide, rodent and pest control can effectively reduce the birds came to the airport
to foraging activity;
(4) Regularly to the airport perimeter residents propaganda feeding Columba
Livia on flight safety hazards, and local government communication, introduced on
airfield clearance zone banned, flying pigeon rules, is strictly prohibited in the airport
perimeter folk racing;
(5) to the garbage closed, rapid recovery and treatment, with the local
government to coordinate, control and reduce airport residential area nearby landfill,
farm, crops (plant) sunning yard, fish ponds and attract birds, trees and other crops.
4.2.2.4 Impact analysis of water and soil loss
The initial run, retaining engineering, slope engineering, drainage engineering,
land consolidation engineering of soil and water conservation measures, the water and
soil loss is effectively controlled. For the vegetation measures for protection of some
engineering unit, in plant measures has not been fully play the function of soil and
water conservation, wind, rain and runoff scouring, still there will be wind and water
and soil loss occur.
The operation of the project, area land use types from the original slightly
undulating terrain into flat hardening construction land, green spaces, water and soil
loss strength relative to the building will be greatly reduced.
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4.2.2.5 Impact on pattern of landscape ecology
Airport expansion will make the original natural landscape pattern change.
Because the airport construction will occupy part of the land, the original farmland,
construction land and other irregular combination of rural ecological pattern, which
will vary as a function of the airport terminal or living area. But as to meet the
requirements of the green space system could also increase construction become a
natural semi natural landscape zone, the future current in status environment will
change into airport land use and related facilities and living facilities. The ecological
environment will change, in the vicinity of the ecological environment will produce
certain effect.
4.2.3 Protective Measures for Ecological Environment
4.2.3.1 Construction period
(1) Forest Compensation
The acquisition and occupation of forest land for this project construction will to
the extent reduce forest reserves and therefore, influence forest acreage in the project
area. For the purpose of relieving adverse influence brought about by this project
construction, safeguarding forest vegetation and maintain ecological balance, and in
accordance with the section 18 of Forest Law of PRC, forestation must be carried in
another land area with a minimum coverage of the original in acquisition of land.
Such forestation shall be planned in compliance with woodland selecting, tree species
selection, forest category planning, sapling acquisition and forestation schedule, etc.
be careful to select tree species adhering to principles of matching species with the
site and pay extra attention to quality control of the species to eliminate those of
inferior quality and with plant diseases and insect pests.
In accordance with G. C. Z. [2003] No.10 Documents of Provincial Departments
of Finance and Forest and Notice of the Provincial Department and SFA C. Z.
[2002]No.73 on Issuing Tentative Management Measures for Levying Forest
Vegetation Restoration and Use Fees as well as the annexed section 6 of Tentative
Management Measures for Levying Forest Vegetation Restoration and Use Fees,
721.0039 RMB shall be paid for restoration of forest vegetation. When conducting
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investment estimation for this project construction, restoration fees for forest
vegetation had been aggregated into the construction budget. Shangrao Sanqingshan
Airport Co., Ltd. guaranties that compensation fees for forest and its ownership will
be in place. Therefore, survey and planning design, forestation construction, tending
management, forest protection and fire prevention and pest and disease damage will
be favorably funded.
(2) Vegetation Protection and Restoration Measures
Topsoil stripping and reservation are the key to ecological restoration, and all
occupation land must be carried out topsoil stripping and mellow soil reservation
process in the manner of individual stripping and restoration. Interim protection shall
be conducted outside the temporary pile field, and other exposed surface applies to
covering method for the time being. Once construction is completed, such soil will be
used promptly to cover construction site and the outside interim land right after the
completion of project construction.
When conducting vegetation restoration work, select drought-enduring plants
that can reserve soil as backbone species for the forestation, which will help
comprehensive functions including forest plants reservation and aesthetics.
(3) Camphor Tree Transplant
Through on-the-site survey, there are camphor trees (belong to first-class plants
under protection in China in area of this project. According to estimation by sampling
of forestry department, there are Japanese camphor trees, which subject to treatment
of unit with eligible qualifications and strong technical strength hired by land use unit,
and forestry office and working station of the specific township are responsible of
transplanting and technical instructions under overall management by Forestry Bureau
of Shangrao County and Xinzhou. The provincial forestry department of Jiangxi
Province issued G. L. H. Z. [2012] No. 96 to approve Work Scheme for Camphor Tree
Transplant of Construction Project of Shangrao Sanqingshan Civil Airport, Jiangxi
Province. Preliminary transplanting scheme are as follows:
① Transplant Time
The best time for camphor three transplanting is early spring (February to April)
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or the period of October to late November, during which, climate proves moderate
and proper for surviving and developing of camphor tree. This transplanting
construction period lasts 133 calendar days, which was determined for the time being
late winter and early spring.
② Transplanting Place
Camphor trees shall be transplanted nearly rather than far away, which might
bring about dehydration in trunk and roots of the wild camphor tree, and lead to
breakdown of soil ball due to enduring transportation. In addition, as a result of
different natures of the soils, the transplanted tree might be “unaccustomed”.
Therefore, camphor trees shall be transplanted nearly in a place with relatively large
size and favorable capacity.
③ Transplant Method
Arrange short-distance transportation to ensure transplanting success for the said
trees.
④ Transplant Unit and Expense
Delegate unit with precious wild plants acquisition and transplanting
qualifications to acquire and transplant these trees. Carry out an overall estimation
pursuant to local wage level of Shangrao City, construction cost information from
Jiangxi Province, actual materials and mechanical consumption level in the market,
and taking into consideration actual possibility and technical difficulty to transplant
camphor tree in mountainous area.
⑤ Precautions for transplant
(i) Trimming before transplant
Root cutting and pruning of camphor tree poses direct influences on its survival
rate. Because of the complex process of transplanting, soil ball making, excavating
and root cutting, the big camphor tree will be less capable of absorbing water, and
therefore, pruning is a must and carried out to the extent possible. Live camphor tree
can even be made baldness with only trunk left. However, proper treatment to the tree
can be arranged for tentative visual effect and survival rate.
(ii) Soil Ball in Transplanting
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Pay attention to moisture of the soil when transplanting. One or two days prior to
the transplanting, adjust the moisture of soil according to actual status so as to avoid
breakdown of soil ball. Emphasize the old soil ball and maintain 10-20 centimeters’
fresh soil. Bind up the soil ball with straw ropes and keep a relatively long taproot so
as to avoid nutrient loss due to siphon action.
(iii) Lifting in Transplanting
Ensure sufficient strength when lifting camphor tree since it becomes extra
heavy with soil ball. Select crane with a calibration two times the weight so as to
ensure lifting safety and complete soil ball and bark.
(iv) Water Table of Transplanting Place
Excavate holes prior to transplanting camphor tree with a depth of around 1.3m
if water table proves relatively high. Pave a layer of sand or bricks at the base for
ventilation and penetration. Daub the wounds of the roots with mixed rooting powder
prior to transplanting and backfilling work.
(v) Watering after Transplanting
Watering after transplanting of camphor tree is crucial to its survival. The first
watering shall be adequately made to bind the soil and roots and ensure that no gaps
between new soil and soil ball will still stay after planting. Water the trees once or
twice. Spray water onto the dry straw ropes twice a day since low absorption
capability of the big tree due to wounded roots and relatively high water table of the
earth.
(vi) Observation and Care after Transplanting
Observe the trees frequently after transplanting work and promptly response to
unfavorable living conditions. If the leaves become weak, check and see if the roots
are already rotten through a hole made with spade. Cut off the observed rotten roots
timely to the extent that no rotten spot remains. Cultivate and plant with topsoil
thereafter and water the root with active element of 100 times dilution. Use trunk
injection liquid when necessary.
(4) Protection Measures for Animals
Bird hunting in project area is strictly prohibited during construction work; pay
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extra attention to the protection to nests and bird eggs during reproduction period of
April and August. Take positive measures to protect the wounded, hungry, weak and
troubled birds and properly arrange construction schedule and method to reduce
construction noise interference with the birds.
(5) Influence Reduction Measures for Agriculture
(i) As to the farmland facing earthwork construction, topsoil (about 20cm)
stripping proves necessary prior to construction for storage or transfer to other areas
serving as surface soil of farmland or forestation.
(ii)As to the farmland occupied by this engineering, reasonable compensation
must be made pursuant to relevant polices and regulations for benefits of farmers in
surrounding areas. Monetary compensation will be implemented according to relevant
local standards as to farmland occupied by this engineering.
(iii) During the construction period, time and scope must be strictly controlled so
as to reduce influence on agricultural production and living conditions of farmers in
the surrounding areas.
(6) Soil and Water Conservation Measures
① Prevention Area of Flight Area
a: Prior to site leveling, conduct topsoil stripping with a total coverage of
276,800m3, and accumulate the topsoil separately in topsoil pile field.
b: Prior to site leveling, make drainage ditches along edge of the leveling area, or
start to excavate and punning for interim drainage facility. Prepare desilting basin in
water outlet so as to reduce runoff sediments; during leveling process, excavate an
interim drainage ditch along one side of construction road and allow it to connect with
drainage ditches along edge of the leveling area and finally enter into Zhoutian
reservoir, Xinjiang river or Fengxi river for the purpose of preventing ponding and
turbulent flow of surface runoff.
c: The construction area features a high relief, which keeps flood threat at bay.
Water within the area can be drained away and led to outside drainage system. There
are 5 water outlets in the airfield, rain water gathered in northern of the runway will
be finally drained to Zhoutian reservoir or Xinjiang river via the outside drainage
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ditch, and water collected in the southern side will be drained to Fengxi River in the
end through the outside drainage ditch;
(i) Build cement laid stone ditch at the edge of leveling area of the airfield (set
ditch cover between the terminal area and station site). Collect the drainage within the
construction area and lead them to the outside drainage system from each water outlet,
avoiding farmland to the extent possible.
(ii) Build drainage ditches along slope of excavation areas of both side clearance
areas and backfilling area so as to intercept and collect rain water into outside
drainage system;
(iii) Build intercepting drain at slope toe to protect the slope toe from watering.
d: So as to prevent air flow blowing on the ground and crash between group of
birds and the plane, plants and grass of low height will be planted in the airfield.
e: Slope Protection Construction
(i) Slope rate: As to slopes with height no more than 10m, take sloping
naturally; as to slopes with height between 10 and 20m, take two-stage sloping
method with lower slope rate of 1: 1.75 and upper slope rate of 1: 1.5. Build a
platform with a width of 2m in the middle.
(ii) Preventive measures: After leveling for this site, excavation slopes of 2438m
and 6739m will be formed and further protected by stone grid made by wet masonry.
② Terminal Area and Prevention Area
a: Prior to site leveling, conduct topsoil stripping within the area with a total
quantity of 7,100m3. The topsoil shall be collected and piled up in pile field.
b: Prior to site leveling, build interim drainage ditch along edges of the site, and
sand basin at the water outlet so as to collect sediments in the runoff, after which, the
rain water will be drained into Zhoutian reservoir or Xinjiang River.
c: Adopt separate system for rain and sewage as to terminal area, and for the
purpose of draining and collecting rain water in the site, build evenly rain pipes at
both sides of main road, single side of secondary main road and rims of buildings.
The water then will be collected by rain pipes and drained directly into municipal
rainwater pipe network of the entrance road.
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d: Excavation slopes of 52m and 739m will be formed at the edge of the leveling
area and protected by stone grid made by wet masonry; Drainage ditches will be built
at excavation slopes and backfilling slopes. Ditches built at slopes of backfilling area
is to intercept rain water in avoidance of protecting the slope toe from watering.
e: Principle of “Combination of Point, Line and Plane with Assembly of Trees,
Shrubs and Grass” will be adhered to in selecting trees for forestation according to
partition forestation in functional area so as to build a terminal area of garden style
with everlasting green trees and blossoming flowers.
③ Prevention area of temporary land for construction
a: Construction Site
After construction site leveling, build interim drainage ditches along edges of the
sire to meet with airport drainage ditch. These ditches will drain the water finally into
Zhoutian reservoir or Xinjiang River; after the completion of construction, clear and
crash hardened layer generated in the construction site and then conduct backfilling
work for this cleared layer.
b: Topsoil Stack Field
The quantity of temporary stacked soil in this project is 284,000m3. Three topsoil
stack fields are set, all located in airfield and occupying an area of 7.90hm2. Specific
layout of water and soil conservation measures are: No.1 stack field with 57,000m3. of
soil occupies an area of 1.66hm2 and contains 570,000m
3 soil. No.2 stack field with
83,000m3 of soil occupies an area of 1.43 hm
2. Use soil bag wall for temporary block
on the toe of side slope on soil stack field and build barrel-drains around it. Set grit
chamber in the tail of barrel-drains and cover exposed surface with tarpaulin.
c: Prior to the construction of access road, topsoil should be peeled and separated
and put in the topsoil stack field. Barrel-drains and grit chamber are built along the
access road side in order to prevent the road surface from scouring. Generally, the
digging and filling height of access road’s slope should be within 4 m and grass and
shrub spray irrigation is used to protect the slope. According to the quality, condition
and the original land, vegetation restoration or rehabilitation after completing the
construction will be conducted.
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④ Measures Regarding Water and Soil loss Due to Rainfall
Shangrao City is in a humid subtropical monsoon region. The number of its
average annual rainfall days is 157 with an average annual rainfall of 1901mm. Its
rainfall is abundant all the year round. According to Shangrao's meteorological
statistics from 2006 to 2010, throughout the year, rainfall of Shangrao from April to
July is the largest and heavy rains often happen. Rainfall will affect the construction.
Especially in heavy rain season, if we do large-scale soil excavation work, the rain
will wash away quantity of soil and sand and damage the top soil layer, so to cause
severe water and soil loss. Therefore, in despite of engineering measure such as
setting barrel-drains to intercept ,collect and drain the rainwater to outside drainage
system, avoiding the heavy rain season between April to July while leveling the
earth-rock and averting setting temporary soil stack field in an upstream is suggested.
At the same time, use soil bag wall for temporary block on the toe of side slope on
soil stack field and build barrel-drains around it and set grit chamber in the tail of
barrel-drains and cover exposed surface with tarpaulin.
Ecological Protection Measures can be obtained in Figure 4-2-2.
4.2.3.2 Operation Period
(1) Water and Soil Protection Measures
After the airport construction is completed, the road surface of the airfield area
will have been hardened and greened and the degree of the water and soil loss will be
decreased greatly. The measure of sowing grass seeds in rows can be adopted in order
to decrease the water and soil loss that might be caused by the interval space within
the airfield.
(2) Airfield Greening
After the airport construction is completed, to green the airfield can beautify the
environment and improve the quality of the ecological environment. In combination
of the natural environment of the airfield area, select proper native plants which match
with local climate and soil conditions, in accordance with different goals and
functions of different areas in the airport, combine points (small lots of green lands
near each single building), lines (boulevards and greenbelts on both sides of each kind
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of traffic roads) and faces (large lots of green land centralizing the terminal area) and
elaborately deploy to achieve good greening effect.
(3) Camphor Tree Maintaining after Transplant
After the airport construction is completed, except for the greening works in the
airfield area, transplanted camphor trees should be maintained with care to ensure
transplant survival and well growth and the following points should be respected:
① Tree Trunk Support
The trunks of the transplanted camphor trees must be fixed to prevent the crowns
from becoming oblique as a result of wind, and fastening the root system is good for
the growth of the root system. Generally, the three-bracket fixing method is adopted
to support fastening trees to ensure the stability of the camphor trees. It can be
withdrawn usually in one year after the root system of the camphor tree is well
recovered.
② Watering and Fertilizer Management
Conduct a penetrable irrigation once for the camphor tree after the transplant to
ensure close combination of the root and the soil and boost root system growth. Then,
conduct the penetrable irrigation for three successive times and then seal the tree
stump or conduct plastic preservation of soil moisture to prevent the topsoil from
dehiscence and being pervious to wind. In future, water the trees according to the
changes in soil moisture. Watering should follow the principle of “watering dry soil
only and penetrable watering only” and spray more water onto the earth’s surface and
the crown in summer to increase ambient humidity and reduce steam rising. Apply
quick-acting fertilizer once in the first autumn after the transplant and at least twice or
triple in early spring and autumn of the second year to improve the nutrition level and
boost healthy growth of the tree.
③ Auxin Application
To accelerate growing new roots, 200mg/I 1-naphthlacetic acid or ABT rooting
powder can be added when watering to accelerate the root system growth.
④ Trunk Package
To maintain humidity of the trunk and reduce water evaporation of the bark,
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closely twine the soaked straw rope from the trunk base up to the top and then fully
paste the straw rope with modulated clay slurry. In future, we can also frequently
spray water to the trunk to keep moisture and build shelter or hang straw screen
around the trunk in the height of summer. In the north, twining the trunk with straw
rope or plastic strip can protect against wind and frost.
⑤Root System Protection
After transplant of the camphor tree, personnel should be designated for a series
of maintenance management including pruning, sprouting, watering, draining, wind
barrier setup, trunk packaging, winter protection, insect-proofing, fertilizer application
and so on. Normal management can be conducted only after we can confirm that the
transplanted camphor tree survives.
(4) Anti-birds Procedures
To make sure the airplane takes off and lands safely, an anti-birds team shall be
set up after the operation of the airport, with special management system drawn up,
and special funds used for anti-birds.
①Management System
Firstly, record the results of daily birds inspection tours in detail, record the daily
anti-birds information, gather video materials of bird activities, and make
periodical analysis and classification of the recorded materials;
Secondly, during the anti-birds process, if a single bird or the crowds of birds
which threaten(s) the safe taking off or landing of a airplane, should notify the staff
in the control tower, for that the staff in the control tower may quickly and exactly
notify the flight controllers and the aircrew;
Thirdly, collect information of birds with potential hazards to aircrafts in or
surrounding the airport and submit to Birds Attack Prevention System of China Civil
Aviation Airport, convenient for International Civil Aviation Organization(ICAO) to
record into IBIS;
Fourthly, hold bird strike prevention training classes periodically, employ
specialized persons for business training in relation to birds.
②Application of Anti-birds Equipments
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Single anti-birds equipment can not resolve the bird problems effectively, so that
multiple methods shall be used in combination.
Firstly, coal gas guns and shotguns are used together, with stress on coal gas
guns;
Secondly, set up anti-birds devices( such as steel thorns, wind wheels, rolling
boards) in corners for birds to rest on the top of the air-terminal, along the drainage
ditch, on billboards, etc., to prevent birds activate frequently in the aircraft movement
area;
Thirdly, during the anti-birds process, it is proper to drive birds away and reduce
hunting activities, to achieve the harmonious coexistence of human beings and birds.
③Ecological Environmental Control
Firstly, yearly organize rolling and mowing work, effective rolling may reduce
the attraction to birds of the land or grass animals, with the grass height controlled
between 13-15mm during the full range of mowing, to effectively reduce the rest
activities of birds in the aircraft movement area and prevent the attraction to birds of
lots of fruits of plants;
Secondly, yearly organize people to desilt the drainage ditches in the aircraft
movement area, so as to prevent the breeding of hydrobios, such as mosquitoes, to
attract birds;
Thirdly, spread pesticides in the aircraft movement area for deratization in every
spring and for deinsectization in every summer, effective deratization and
deinsectization may reduce foraging activities of birds in the airport;
Fourthly, advertise the hazard to flight safety of feeding pigeons to habitants
surrounding the airport, communicate with local government, put forward regulations
on prohibition of feeding, releasing pigeons in the clearance zone of the airport,
strictly forbid civil pigeon competition around the airport;
Sixthly, do well the closing and quick recovery processing work of the garbage
in the airport, coordinate with local government, control and reduce the dumps, feed
lots, crops(plant) sunning yards, fishponds , crops and woods which attract birds, etc.
in residential areas near the airport.
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4.2.4 Summary
Construction period will result in 176.6573hm2 land into construction land, only
accounts for 1.16% of the total land area of evaluation area, evaluation area on land
use pattern is less affected. Engineering construction caused biomass loss of total
6874.928t, total biomass accounted for evaluation area (463021.3t) 1.48%; causing
the crops and fruit trees yield loss respectively 293.2861t/a, 47.6765t /a. construction
period due to the vegetation destruction, noise and so on, to the peripheral area of
wild animal habitat activities, interference, but does not lead to its population changed
or disappeared.
The project total Earth 6160000m3, among them: cut 3170000m3 in total, fill
gross is 3090000m3. Earth after balance adjustment, produce waste 80000m3, in
order to reduce over-the-counter land occupied and influence, engineering discard
selection backfill out in ponds and other low-lying areas, or even to make the whole
of the backfill, elevation of 5cm. project does not set the soil and spoil fields. This
project may cause the water and soil loss 70251t water and total, soil loss added
quantity is 65015t. new water and soil loss occurs mainly preparatory period and
construction period, the flight zone, terminal area, temporary construction land area is
water and soil loss mainly occurred in the area.
During the operation of the airport construction area of water and soil loss
strength is weakened, airport operation and the surrounding area to the main
ecological effects of airplane noise on birds and animal's influence, but limited impact.
At the same time, the aircraft on the landing process; it is necessary to drive birds to
ensure flight safety.
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4.3 Impact Analysis of Ambient Air and Mitigation Measures
4.3.1 Impact Analysis of Ambient Air during Construction
4.3.1.1 Fugitive dust from construction
(1) Source
During the construction of air environment influence is fugitive dust from
construction. fugitive dust from construction is the main source of earthwork
excavation, site formation, construction materials handling and stacking, traffic,
concrete mixing caused by dust. This project involving a large number of earth
excavation and transportation, traffic, dust on the local air environment impact TSP,
which is the main pollution factor.
Fugitive dust from construction dust amount is related to many factors,
excavators and other at work in the dust quantity and the digging depth, excavator
bucket and the ground relative height, wind speed, soil particle size, and other factors
related to soil moisture. For slag yard, dust amount and stacking mode, starting wind
velocity and yard without protective measures and so on. The research results at home
and abroad and analogy investigation shows that, the main factors affecting dust
amount respectively: protective measures, wind speed, soil moisture, soil or mounds of
stacking mode. Besides, road dust quantity and the running speed of the vehicle, the
faster the speed, the dust emission is also bigger.
(2) Impact analysis
During construction, the greatest impact for excavation step dust, open-air
stacking and transport vehicles.
(i) Earth cutting
According to the experience, when excavation earthwork is 400t/d, its dust (TSP)
on the air environment influence, generally its sphere of influence at around 500m,
close TSP concentrations over level two times to 10 times, but at about 600m can
reach level two standard.
(ii) stack dust by operation. By the influence of wind speed in wind field data,
3.6m/s, construction site under the direction of different distance of the dust
150
concentration see Table 6-2-1. In open field, fugitive dust from construction can be in
the range of 150m over Class II Ambient Air Quality Standard (GB3095-1996) on the
environmental air quality standard, can cause adverse effects; 150m range, generally
will not have much effect.
Table 6-2-1 Fugitive dust concentration at different distances in windward wind at
construction site Unit: mg/m3
Distance 1m 25m 50m 80m 150m
TSP 3.744 1.630 0.785 0.496 0.246
(iii) Vehicle transportation
Construction vehicle transport process accounts for about 60% of total dust, in
general, construction site, construction of road under natural wind generated dust
impact within the range of 100m. If during construction on vehicle road dust
suppression sprinkler implementation, every day 4-5 times, can make the dust
reduction of 70%, fugitive dust from construction will be effective control of the effect
on the surrounding atmosphere. Table 6-2-2 is watering dust test results at construction
site.
Table 6-2-2 Test results of watering and dust suppression during construciton period
Distance (m) 5 20 50 100
Average concentration per hour of TSP
(mg/m3)
Non-watering 10.14 2.89 1.15 0.86
Watering 2.0l 1.40 0.67 0.60
It can be known from the above table that watering dust is carried out 4-5 times
every day, which can effectively control fugitive dust from construction, thus to reduce
the pollution distance of TSP to within the range of 20-50m.
(3) Impact on sensitive points
Shangrao Airport region average speed for 1.2m/s. according to the analog data,
by fugitive dust from construction region around 150m range. The airport construction
field out of bounds within the range of 150m Xujia of Tashui, Shanghuangwu group
part of residents within the range of 500m, Shanghuangwu group, Xiawutang group,
Xujia of Tashui part of the population distribution, in addition, the airport road
supporting pipeline, alteration of country on both sides of the road are in the range of
150m residents will be affected certainly, during construction need watering dust.
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Construction period effect is local, short, with the project completed and put into
operation or disappear.
4.3.1.2 Other construction waste gas
Other construction of exhaust emissions from vehicle exhaust and construction
team temporary canteen stove cooking fume.
During the construction, there will be a large number of vehicles entering and
leaving the site, there will be a certain amount of emission in automobile exhaust
pollutants are mainly carbon monoxide (CO), hydrocarbon (HC) and nitrogen oxides
(NOx), the wind direction and transport along regional adverse effects. In addition,
during the construction, construction personnel temporary the stove will also have a
certain amount of canteen catering oil smoke on the surrounding environment, will
produce adverse effect, but the effect is very small.
4.3.2 Impact Analysis of Airport Ambient Air during Operation
The evaluation mainly carries out forecast analysis of the following aspects.
(1) Adopt estimation mode recommended in Guidelines for Environmental Impact
Assessment-Atmosphere Environment (HJ2.2-2008) to calculate the contribution value
of maximum ground concentration of NO2, SO2 and TSP as well as the location;
(2) Analysis of impact of airplane exhaust, vehicle exhaust on airport ambient air;
(3) Impact analysis of volatile gas environment of fuel tank area
4.3.2.1 Impact analysis of boiler fume
(1) Impact analysis of boiler fume environment
Select Table 6-3-1 for estimation mode parameters of boiler air pollutant NO2,
SO2 and PM10.
Table 6-3-1 Parameters of estimation mode
Pollutant NO2 SO2 PM10
Pollution
source
parameters
Pollutant source type Point source Point source Point source
Drainage ratio (kg/h) 0.118 0.012 0.020
Exhaust
mast
parameters
Geometrical height (m) 8 8 8
Inside radius of outlet (m) 0.5 0.5 0.5
Fume temperature at outlet (K) 473 473 473
Environmental temperature (K) 280.7 280.7 280.7
Area type Village Village Village
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See Table 6-3-2 for contribution value of maximum ground concentration of
boiler emission pollutants NO2, SO2 and PM10 in different distances of the project, and
see Table 6-3-3 for maximum ground concentration and location.
Table 6-3-2 Maximum ground concentration of nitrogen oxides, sulfur dioxide and PM10 in
different distances
Item
Distance (m) NO2 (mg/m3) SO2 (mg/m3) PM10 (mg/m3)
Simple
terrain
100 0.01511 0.001536 0.00256
200 0.01427 0.001451 0.002418
300 0.01311 0.001334 0.002223
400 0.01172 0.001192 0.001987
500 0.009761 0.000993 0.001654
600 0.00804 0.000818 0.001363
700 0.006665 0.000678 0.00113
800 0.005588 0.000568 0.000947
900 0.004743 0.000482 0.000804
1000 0.004826 0.000491 0.000818
1100 0.00487 0.000495 0.000826
1200 0.004849 0.000493 0.000822
1300 0.004781 0.000486 0.00081
1400 0.004682 0.000476 0.000794
1500 0.004563 0.000464 0.000773
1600 0.00443 0.000451 0.000751
1700 0.00429 0.000436 0.000727
1800 0.004146 0.000422 0.000703
1900 0.004003 0.000407 0.000679
2000 0.003861 0.000393 0.000654
2100 0.003719 0.000378 0.00063
2200 0.003584 0.000364 0.000607
2300 0.003454 0.000351 0.000586
2400 0.003331 0.000339 0.000565
2500 0.003214 0.000327 0.000545
*Note to coordinate: take chimney as the coordinate origin, right east as positive direction of X
axis and right north as negative direction of Y axis
Table 6-3-3 Maximum ground concentration and location
Factor Concentration value
(mg/m3)
Standard
value(mg/m3)
Proportion in
standard (%)
Location (m)
NO2 0.0155 0.24 6.47 120
SO2 0.0016 0.50 0.32 120
PM10 0.0026 0.45 0.58 120
According to Table 6-3-3, evaluated in the context of boiler flue gas of NO2, SO2,
PM10 maximum ground concentration contribution value respectively 0.0155mg/m3,
153
0.0016mg/m3 and 0.0026mg/m
3, respectively, Ambient Air Quality Standard
(GB3095-1996) level two standard 6.47%, 0.32% and 0.58%, there are no exceed the
standard. The position in the direction 120m, distance field near, on peripheral sense
points less influence.
4.3.2.2 Impact analysis of airplane exhaust and vehicles for approach and departure
According to the forecast, Shangrao Airport2020 movements of 4800 sorties .
Aircraft exhaust emissions of major pollutants SO2, CO, non-methane hydrocarbon,
NO2, its emissions were 1.02t/a, 19.83t/a, 5.47t/a, 12.04t/a.
The aircraft taking off and landing vehicles is less, the exhaust pollutants are few,
and high-altitude emissions, pollutant diffusion conditions, aircraft tail gas on
environment influence is very small.
According to the forecast, Shangrao Airport in 2020 airport traffic of about
201667 vehicles. In vehicle exhaust is the main component of CO, NO2 and
non-methane hydrocarbons (HCS). In vehicle exhaust emissions and vehicle driving
conditions have a great relationship. THC in automobile exhaust emission
concentration in the gap when the highest, CO concentration in neutral and low speed
is the highest, the NO2 concentration in high speed high, car parking lots is generally
at low speed, thus the parking of non methane hydrocarbon and CO emission
concentration is higher. According to engineering analysis, and out of the airport car
tail gas of CO, NO2, non-methane hydrocarbon emissions were 7.07t/a, 0.3t/a, 0.7t/a.
This project is for parking garage on the ground, the ground parking air
circulation quickly, and the airfield traffic pollutants for intermittent discharge,
automobile tail gas on environment influence is very small.
4.3.2.3 Impact analysis of volatile gas in fuel tank area
Airport fuel tank area non-methane hydrocarbon the fugitive emission of about
1.38t/a. without tissue surface source (cofferdam) area of 534.6m2, height of 1.0m. by
the environmental protection department of Environmental Engineering Assessment
Center issued the atmospheric environment protection zone standard program
calculation of airport oil tank air environment protection distance, the calculation
results for non - punctuation, on environment influence smaller.
154
4.3.3 Measures to Reduce Environmental Air Effects
4.3.3.1Measures to Reduce Dust Effects during the Construction Period
To reduce the amount of dust and protect the air environment, the construction
unit should take the following dustproof measures:
(1) During the construction period, spray water to the onsite stored cubic meter
of earth in time to keep its surface wet, or use a cover to reduce the amount of dust.
(2) Do not pile up building materials outdoors, put fine granules in storage,
handle with care, prevent from break of the package.
(3) Limit the running speed of transportation vehicles going into the airport,
tightly cover the vehicles which are easy to produce dust (such as vehicles carrying
lime, cement, cubic meter of earth or construction rubbish) to avoid leakage on the
way.
(4) For vehicles running in and out of the construction area, clean or wash the
wheels to avoid bringing mud to the roads through townships and towns.
(5) Setup barriers or partial barriers at the construction site to decrease the spread
scope of the construction dust and to reduce dust pollution of the ambient air
environment.
After adoption of the construction dust prevention measures mentioned above,
dust pollution can be effectively reduced and the work environment of the
construction site can be improved.
4.3.3.2 Measures to Reduce Environmental Air Effects during the Operation Period
Waste gas pollution sources within the airport mainly comprises of boiler smoke,
airplane off-gas, vehicle off-gas, volatile oil and gas from the oil depot. The airport
boiler uses natural gas, which belongs to clean energy, and the smoke can be
exhausted through an 8m high chimney. All the pollutant drainage densities of the
smoke can meet the Class-B Time-Period-II requirements of Boiler Gas Pollutant
Exhaust Standard (GB13271-2001), with no need of desulphurization and dustproof
measures.
155
4.4 Impact analysis of Surface Water Environment and Mitigation
Measures
4.4.1 Impact analysis and measures for airport rain discharge
According to the engineering Design unit China Civil Aviation Airport
Construction Group and Shangrao City Water Power Survey and Design Institute for
research, Shangrao Sanqingshan Airport field higher, there is no flood on the field to
harm, after the project construction, the main consideration due to machine field
covers an area of the change of the regional primary catchment, Airport and external
drainage of the drainage area downstream impacts, water Design unit mainly
considering off-site drainage design mainly is to ensure that the airport field all the
drainage outlet external drainage unobstructed, make area rain water discharge as
soon as possible outside, and safety discharged outside the existing waterways, not be
caused by the airport drainage caused floods and landslides and other geological
disasters. The airport on-site and off-site design follows rain:
(1) On-site drainage design
According to the Jiangxi Shangrao Sanqingshan Airport project feasibility study
report (Draft), the airport has 8 floors in total drain outlet and 1 drainage culvert, each
outlet flow calculation according to the worst flood in 5 years, each outlet floor
partition area and drainage flow are shown in table 4-4-1, for each outlet location and
dark letter, see Figure 4-4-1.
Table 4-4-1 Table for drainage flow of each outlet of the airport
Outlet No. 1 2 3 4 5 6 7 8
Area in site (km2) 0.0255 0.0528 0.0192 0.133 0.14 0.136 0.285 0.11
P=20% flow (m3/s) 0.6 0.6 0.25 1.45 2.1 3.65 4.9 3.0
(2) Design of off-site drainage
1. Off-site drainage Overview
According to the each outlet and drainage culvert location, combined with the
status quo of terrain, the water outlet is divided into two types: one is directly
discharged into drainage channel along the sidelines gully or streams; another kind is
discharged into the nearby reservoir or pool, and to supplement their is occupied by
156
part of the catchment area of the airport runoff.
Drainage types and lines of each outlet are detailed in Table 4-4-2 and Figure
4-4-2.
Table 4-4-2 Table for drainage channel line for each outlet of the airport
Outlet No. Outlet Type Basin Distance to entrance of
tributary (km)
Distance to entrance of
main stream (km)
1 Huangwu Luojia
pool
Zunqiaoshui of
Xinjiang 2.66 9.6
2 Wujiatang pool Zunqiaoshui of
Xinjiang 1.57 10.5
3 Zhangshutang
pool
Zunqiaoshui of
Xinjiang 1.2 12.2
4 gully Xingfushui of
Fengxi river 1.2 13.2
5 Sanba reservoir Xingfushui of
Fengxi river 1.0 12.4
6 Xiaojia pool Xingfushui of
Fengxi river 0.92 11.5
7 gully Zhoutian river of
Xinjiang 2.78 9.7
8 gully Zhoutian river of
Xinjiang 3.15 10.07
The above each outlet into reservoir, pool or gully, the catchment area of the
airport covers effects decrease, through airport drainage port settings, can return all or
part of the catchment area. But also has a partition area of over was the airport
occupation area, in this case need to review the outlet downstream of the reservoir or
pool spillway the release flood waters and downstream gully status of drainage
capacity, if it does not meet the requirements, should adopt relevant measures to solve,
ensure that the off-site drainage security.
2. Problems existing in off-site drainage system
According to the investigation, each outlet was the airport occupation of
catchment area. See table 4-4-3 for catchment area partition return comparison.
Table 4-4-3 Comparative table for each outlet of the airport in occupation and
partition return water catchment area
Outlet No. 1 2 3 4 5 6 7 8
Occupation and partition 0.01 0.015 0.09 0.19 0.14 0.06 0.336 0.08
157
return water catchment
area (km2)
Catchment area of sub-area
within the site (km2)
0.0255 0.0528 0.0192 0.133 0.14 0.136 0.285 0.11
Outlet type pool pool pool reservoir pool
From table 1-3 we can see, the catchment area is less than the water outlet 3
division occupied the catchment area, water outlet 5 partition area and catchment area
of the same, and downstream for small reservoir, will increase the downstream pool
discharge pressure, do not need to take special measures; outlet 1, 2, 4, 6, 8 floor area
catchment area are larger than is occupation of the catchment area, including 1, 2, 6
water outlet of the genus pool, itself a smaller increase in catchment area, catchment
area, need to widen the spillway, to ensure that the pool flood safety; water outlet 4, 8
species of the genus gully, to increase the collection of water product will increase
downstream section pressure release flood waters, whether the gully measures
required as the present situation of gully release flood waters ability.
See Table 4-4-4 for downstream gully discharge capacity and discharge flow
comparison of each outlet.
Table 4-4-4 Table for comparison of downstream gully discharge capacity and
discharge flow of each outlet
Outlet No. 1 2 3 4 5 6 7 8
P=20% drainage flow in site (m3/s) 0.6 0.6 0.25 1.45 2.1 3.65 4.9 3.0
P=20% gully and pool drainage flow (m3/s) 1.5 0.1 0.5 0.7 4.0 0.6 0.5 4.5
Downstream gully P=20% required flow (m3/s) 2.1 0.7 0.75 2.15 6.1 4.25 5.4 7.5
Throughput capacity of gully (m3/s) 4.2 0.3 2.6 3.2 14.8 0.90 6.1 5.3
From the table we can see, a water outlet 2, 6, 8 downstream gully release flood
waters capacity does not meet the requirements of P=20% flood after the completion
of the airport, need to undertake to its widening and reinforcement processing.
3. Opinions and measures for treatment of off-site drainage system
The above situation, on the each outlet downstream of pool and gully release
floodwaters (canal) opinion summary measures are shown in table 1-5.
158
Table 4-4-5 Table for treatment measures for each outlet of the airport downstream pool and
discharge gully (canal)
Outlet
No. 1 2 3 4 5 6 7 8
Pool
discharge
flood
channel
treatment
measures
Broadened Broadened Not
treated None
Not
treated Broadened None None
Discharge
flood
ditch
(canal)
treatment
measures
Not
treated Broadened
Not
treated Broadened
Not
treated Broadened
Not
treated Broadened
Discharge
flood
ditch
(canal)
treatment
length
(km)
0 0.88 0 0.3 0 0.6 0 1.5
Treatment measures : drainage outlet immediately after the release flood waters
channel (canal) to set the C25 reinforced concrete stepped energy dissipation section,
long 30m; to expand after the drainage ditch on both sides (canal) by M7.5 masonry
retaining wall lining, the bottom of 100mm thick C15 concrete lining.
(4) Impact analysis of airport rain drainage
According to the analysis above, the airport water efflux, outlet 1, 3, 4, 5, 7
discharge outlet downstream can meet the ability to release flood waters, 2, 6,
8downstream gully release flood waters capacity does not meet the requirements, we
should carry on the widening and reinforcement treatment, in the above three is
159
followed by a ditch after taking measures to release flood waters, ensuring that the
airport construction after the rainwater will not have a significant impact on
downstream.
4.4.2 Impact Analysis of Surface Water Environment during Construction
4.4.2.1 Main source of wastewater
During the construction period of wastewater containing silt mainly include: the
construction of sewage, domestic sewage and so on.
Construction period, due to space cleaning, pipeline laying, concrete mixing,
building installation project, will produce a certain amount of construction waste
water and waste water. The construction site to produce an effluent containing large
amounts of silt, especially during the rainy season, the site will have a large number
during construction. The sewage sedimentation tank of construction site shall be set,
so that the construction of sewage after being deposited silt discharge, thereby
reducing the emissions. In addition, due to the construction period will need a large
number of construction personnel, during the construction, construction personnel
daily life will produce a certain amount of water.
According to the statistics, the general construction and sewage water as shown in
Table 7-2-1. It can be seen that construction activities of main pollutants in sediment
suspended particles for sewage; sewage containing relatively large quantities of
organic matter and suspended solids.
Table 7-2-1 Water quality of wastewater during construction period Unit: mg/L
Drainage type Water pollutant
COD BOD5 SS
Rainfall and drainage in earth phase -- -- 50-80
Vehicle washing water + concrete curing water +
pavement cleaning water 60-120 <20 150-200
Domestic sewage 90-140 40-70 150
4.4.2.2 Impact analysis of environment
Construction area set sedimentation tank, the drainage into the sedimentation
tank after precipitation the upper clean water can be used for the construction site dust,
vehicle cleaning operations. Washing sand stone, concrete mixing and conveying
equipment flushing waste water can be recycled without discharging into the settling
160
tank. In the construction site within the set of aqua, living wash and restaurant
wastewater take the centralized collection way, by the sedimentation for field of dust.
4.4.3 Impact analysis of water environment during operation
4.4.3.1 Impact analysis of airport wastewater
(1) Domestic sewage and industry wastewater
Wastewater from sewage and wastewater is composed of two parts, mainly for
the domestic sewage source: terminal building, office building, living area, air traffic
control building and sewage.
Shangrao Airport operation target years airport sewage discharge of 57.96m3/d,
this phase of the project of a new treatment scale of 10m3/h sewage treatment station,
using MBR processing technology, can meet the needs of the airport all sewage and
wastewater treatment and wastewater treatment station effluent water quality can meet
the demand for reuse.
Treatment of sewage after qualified 29.05m3/d is used for washing, flushing,
surplus sewage discharged into the sewer through matching of municipal sewage
treatment plant in Shangrao City, Urban Management Bureau of Shangrao City has
promised to construction of the airport to current status municipal sewage pipe
network drainage pipeline in airport, prior to the completion of advance the
completion of the airport, supporting the sewage discharge pipeline along the Airport
Road municipal pipe network laying, access and sewage pipeline to see Figure 4-4-3.
Therefore, under normal circumstances the airport sewage generated not on the
peripheral surface water impact.
(2) Initial rain
Airport fuel tank area's initial rainwater directly into the rainwater system to the
peripheral surface water impact assessment requirements, fuel tank area collection
tank cofferdam of initial rainwater tank cofferdam, effective volume greater than
500m3. airport early rain ( rainfall began 15 min after rain ) can enter the cofferdam,
the initial rainwater by fuel tank area oil-water separator pre after treatment, can enter
the airport sewage treatment station for further processing, not into the external
environment.
161
(3) Measures to Reduce Surface Water Environment Effects during the Operation
Period
Waste water of airports mainly contains sanitary sewage as well as little
production waste drainage, oil depot washing waste water and fire control waste water.
The sewage can be processed by the sewage treatment station, with part of it reused
for toilet rush and vehicle washing and the other part drained into the local sewage
plant.
Comprised of terminal sewage and staff sanitary sewage, the sanitary sewage can
be pre-processed by the digestion tank and then processed by the sewage treatment
station.
With a high percentage of BOD5, COD, SS and lipa, catering sewage from
dining rooms needs to be pre-processed by oil separator and then processed by the
sewage treatment station through the sewers.
When oil depots or oil tanks are used for water draining, it should go into an oily
water separator for pre-processing due to the high thickness of oil. The separated
aviation kerosene can be degraded for recycled use and the pre-processed
low-oil-thickness sewage can go into the sewage treatment station for further
processing to meet the standard of emission.
Oily washing waste water and oil depot fire control waste water mainly come
from the oil tank area and the petrol filling station, running into the oil depot
cofferdam and finally processed by the sewage treatment station.
In view of the local climate and overall layout of the airport land, a geological
integrated biochemistry sewage treatment facility will be used for sewage treatment.
In this phase, we plan to build a sewage treatment device with the treatment scale of
10m3/h. MBR deep treatment technology can well process airport sewage which
mainly includes sanitary sewage, with each pollutant density of the processed sewage
meeting the corresponding requirements of Civil Sewage Regeneration and Reuse and
Civil Varied Water Quality (GB/T18920-2002).
According to the Opinions on Improving Industrial Water Saving Work of State
Economic and Trade Commission (State Economic and Trade Commission No.
162
[2000]1015), airport sewage should be recycled for use after deep processing so as to
save water. Intermediate water can be used for internal toilet rush and vehicle washing
after deep processing.
Membrane Bioreactor (MBR) is a new type of sewage treatment technology
integrating membrane separation technology and biochemistry processing technology.
It keeps good oxygen or activated sludge of the anaerobic system within the reactor
through filtering by using the membrane micropores, so as to improve the degradation
efficiency of COD, BOD and other pollution factors through increasing the density of
activated sludge and the sludge age, and to meet the corresponding water using
standards required in Civil Sewage Regeneration and Reuse and Civil Varied Water
Quality (GB/T18920-2002).
The existing Shangrao Jiangbei Sewage Plant is located in Xuri Village, Xuri
Town, Shangrao County. It is 5km away from the downtown and can process
80,000m3/d, with a sewage treatment rate of 90.29%. It still has capacity for airport
sewage treatment and can drain the processed airport sewage into Xinjiang River
under the dam (locations of the sewage plant and the outfalls shown in the previous
Figure 4-4-3). The pipeline network of the sewage plant has covered Zhimin Avenue
in the north of the airport (the starting point of the airport approach road meets with
the Zhimin Avenue).
The designed indices of inlet water quality of Jiangbei Sewage Plant are
COD300mg/L, SS160 mg/L, ammonia nitrogen 40 mg/L and BOD150 mg/L. The
sewage emission of this project is 28.91m3/d, which comes from the airport sewage
treatment station after processed and hence the quality can meet the civil varied water
standard and the inlet water quality requirements of the civil sewage plant. The airport
avenue currently ready to construct will connect Zhimin Avenue and the airport. The
sewage pipeline paved along the airport avenue has been designed to use 4.7km long
400mm-800mm pipes to collect and lead the airport sewage into the civil pipeline
network and finally into the Shangrao Jiangbei Sewage Plant.
163
4.4.3.2 Impact analysis of farmland irrigation and measures
(1) Impact analysis of farmland irrigation
Sanqingshan Airport is located in the region of low hill, elevation between
90m-116m, field area is relatively flat, height difference is smaller. Site located in a
basin watershed near the centre line of a runway, the ground elevation of high, low
both sides, site area with large surface water system. Based on investigation, the
airport around the distribution of a small reservoir (Sanba reservoir) and 36 pools.
These little pool reservoir Xinzhou District Maojialing Village belonging to Shangrao
County, Zunqiao Village and Zaotou Town, mainly used for the respective
downstream farmland irrigation, in which Zunqiao Village Xiawutang pool is the
source of drinking water, drinking water for 40 households of villagers. See Table
4-4-7-4-4-9 for name and function of each pool and reservoir surrounding the airport.
Table 4-4-7 List of pool conditions in range of Shangrao County Zunqiao Village
No. Name of pool Irrigation area (mu) Drinking water household
(household)
1 Xiawutang 0 40
2 Tianguangtang 10 0
3 Wujiatang 30 0
4 Huangzhongling 10 0
5 Shanghuangwei 20 0
6 Shanbei 10 0
7 Waitang 30 0
8 Gongshan 20 0
9 Litang 30 0
10 Saojiwan 30 0
11 Fengshuyu 80 0
12 Longguoshou 30 0
13 Songshanlong 150 0
14 Dekulong 140 0
15 Longzai 120 0
Table 4-4-8 List of reservoir and pool conditions in the range of Shangrao County Zaotou Town
No. Name of pool Irrigation area (mu)
1 Luosiwan 45
2 Sanba reservoir 1030
3 Kushuiwan 40
4 Xiaojia 94
5 Shigu 70
Table 4-4-9 List of pool conditions in the range of Xinzhou District Maojialing Village
164
No. Name of pool Irrigation area (mu)
1 Laoli’ao 35
2 Lishuangtang 80
3 Laohuangdi 8
4 Waishuangtang 30
5 Shishetang 5
6 Xiajia’ao 5
7 Chalong 120
8 Jiajiashanlong 30
9 Huangjia’ao 6
10 Damutingzi 5
11 Maomilong 50
12 Tonggualong 30
13 Wuguilong 50
14 Laoqigongtang’ao 40
15 Maoshitang 30
16 Tanjiali 40
17 Lianhuatang 80
Since the airport's construction of the above pool and reservoir effects can be
roughly divided into the following several kinds of situations:
(1) Pool and downstream irrigation farmland were all occupied;
(2) Pool whole or in part occupied, downstream irrigation farmland remains;
(3) Pool catchment area in whole or in part is occupied, pool itself and its
downstream farmland was retained.
The first case of land requisition and content, there is no irrigation problems;
after two cases due to farmland still, there are irrigation needs, which belongs to the
project to solve the problem.
(2) Solution discuss
For the second cases, the project plans to take two measures for downstream of
irrigation area is larger and more concentrated, considering from the nearby water
sufficient water to open a new channel for irrigation; for the downstream irrigation
area smaller and more dispersed, the proposed project construction directly to its
commandeer or will change dryland farming in paddy field, and give the
corresponding compensation.
For the third cases, the design proposal to adjust or increase the airport site
drainage outlet, through the pit drainage area division, to return with the pool
165
occupied part of the corresponding area of the catchment area, with supplemental
irrigation runoff.
The top two ways to still cannot solve, suggested in the affected farm near the
location of the new pool, as a source of irrigation water. Of course, the new pool must
not affect airport infrastructure and operation safety under the conditions.
Due to the current source alternatives based on the existing hard to finally
determine the project irrigation alternatives in environmental management framework
document (EMF).
166
4.5 Impact Analysis of Underground Water Environment
4.5.1 Overview of Geological Conditions of Site
According to Houmentang site engineering geology and hydro geological
investigation report of Shangrao Sanqingshan Airport in Jiangxi Province carried out
in February 2009 by Northeast group of Geology and Mineral Exploration and
Development Bureau, the airport area has simple geological conditions, the main
distribution of formation is the fourth series and cretaceous formation, and geological
structure in the site is not developed.
4.5.1.1Distribution of stratum
Site area exposed mainly includes Quaternary (Q) and Cretaceous system estuary
group, second lithologic section (K2h2-2
) formation, site area south 300m beyond
Cretaceous system maodian group (K1m) formation.
(1) Quaternary (Q)
Quaternary (Q) unconsolidated layers are: Po Hong (Qdpl) and residual diluvial
layer (Qedl). Mainly distributed in the site area gully, hillside slope, depression, hill
and within the reservoir. The lithology is pebbly silty clay, gravel containing clayey
silt, silty clay, clayey silt, powder soil and sandy silt, clay, gravel soil, local folder
(fine sand or pond, reservoir) see silt clay (Q). Quaternary unconsolidated total
thickness is 1-2m, local thickness 3-6m.
(i) Slope Proluvium of Quaternary (Qdpl
)
Distributed in the site area of valley and low-lying, valley, layer thickness is
1-2m, local 3-4m, lithology is silty clay, clayey silt, silty soil with sandy silt, clay,
sand or local folder (pond, reservoir) see the silty clay.
(ii) Eluvial diluvial layer of Quaternary (Qedl
)
Distributed in the site area of low hill, ridge slope, valley, rock for the silty clay,
silty soil, gravel containing clayey silt, silty soil, gravel soil layer thickness of local
folder for 1-3m, local 4-6m.
(2) Cretaceous (K)
Field area and its surrounding outcropped stratum: field within the Cretaceous
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system of group of second lithologic section (K2h2-2
) formation, field area south of
300m beyond Cretaceous system Maodian group (K1m).
(i) Cretaceous system estuary group second lithologic section (K2h2-2
) formation
Widely distributed in the site area and its surrounding and the northern side, and
concealed in the Quaternary slope diluvium diluvium, residue, lithology purple red,
red brick CONGLOMERATIC lithic sandstone, fine sandstone, fine sandstone,
siltstone, with fine conglomerate, (including) the argillaceous siltstone strata
occurrence: mainly. Tendency to NNW to NNE (320°-20°<7°-14°), stratum lithology
layer with CONGLOMERATIC lithic sandstone, fine sandstone, fine sandstone,
siltstone and a thick layered-thick layered output, fine gravel, mud siltstone with thick
layered-thin-layer output, total formation thickness greater than 320m, soft-hard rock,
fracture is generally not development, rock mass integrity good, resistant to
weathering ability-medium, uniaxial compressive strength of rock saturation limit is
4-17.0Mpa, 25-30Mpa, a few local accidental 2.5-3.5Mp, sandstone softening
coefficient 0.33-0.6 ( regional data, similarly hereinafter ). Residual diluvial layer
thickness 1-6m, strong weathering layer thickness 0.5-5.0m. And lower Maodian
group is conformity contact. Engineering geological conditions are generally better,
local slightly worse.
(ii) Cretaceous maodian group system (K1m)
Widely distributed in South 300m beyond the site area, lithologic for liver color
of calcareous sandstone, red sandstone, lithic sandstone with basalt, local may clamp
having gray (angle) conglomerate. The total thickness of more than 600m, lithic
sandstone with red sandstone thickness of about 400-500m, basalt thickness of about
4-150m, gray conglomerate thickness of about 10-50m. strata dip to the North East -
North East, dip angle is 8°-20°, as few as 21°-30°, soft-hard rock, fracture is generally
not development, rock mass integrity good, resistant to weathering ability - better
saturation limit, rock uniaxial compressive strength was 4-27.0Mpa, 30-70Mpa, a few
local accident 2.5-3.5Mp, sandstone softening coefficient 0.33-0.85. Gray (angle)
conglomerate have lighter corrosion phenomenon, mainly the corroded fissures, local
see small cave (regional data ). Residual diluvial layer thickness is 0.5-2.5m, local
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4-6m, strong weathering layer thickness 0.5-5m.
4.5.1.2Geological structure
According to the regional tectonics, Shangrao in Yangzi paraplatform and
Southern China fold system demarcation line, the geological structure is complex,
different directions, different period, different fault interweave development, some
faults in the fault structure has obvious signs of activity since. Wherein, nee trending
Pingxiang-Guangfeng regional deep fracture zone. Shangrao City direction, away
from the preselected site near the larger, fracture, cutting deep, as first-order tectonic
unit division.
The site is located in Xin Jiang faulted basin in southern South Guangfeng, Rao
in Yongping deposits on the north side of the beam. But the sites within the fracture
structures agenesis, without obvious major regional faults through the site, there was
no obvious small fracture (layer) structure.
4.5.2 Hydro-geological Condition Analysis
4.5.2.1 Distribution of Surface Water
The site without large surface water, only to have a site West from north to south
by west to the perennial gully, and site of Ministry of Chinese and western one from
north to south to perennial gully, the rest are seasonally intermittent flow of small
gullies. In addition the sites in and around the distribution of small ponds, small
reservoir.
Perennial of Western gully, the site within the catchment area of about 0.35km2,
the dry season the minimum flow of about 3-5l/s, flood period maximum flow of
about 2000-3000l/s.
The perennial gully, site area of catchment area of about 0.15km2, the dry season
the minimum flow of about 1 4l/s, flood period maximum flow of about 1000-2000l/s.
The rest are seasonally intermittent small flow gully catchment area, site area of
about 0.05-0.12km2, dry weather flow of about 0-2l/s, flood period maximum flow of
about 10-500l/s.
Site area of North East outside of 3000m beyond the abundance of river, north
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side of 7000m beyond the letter River, at the site are higher than the highest flood
level near 15-25m.
Area distribution of some hole pond surface (25 in total), for the local
agricultural irrigation and life use.
4.5.2.2 Distribution law of groundwater
According to Shangrao 1:20 million pieces hydro-geological map , the main
airport area groundwater types for clastic rocks type hole fracture water, groundwater
runoff modulus of less than 3l/s.km2, spring flow less than 0.1l/s.
According to the description of Shangrao CitySanqingshan Airport geotechnical
engineering investigation report, field rock is gently monocline strata of rock and soil,
mainly for (i) cultivated soil, (ii)-1 silt (ii)-2 gravelly clay, (iii)-1 strong weathered
argillaceous sandstone, (iii)-2 weathered argillaceous sandstone, (iv)-1 weathered
siltstone, (iv)-2 strong weathered siltstone, (iv)-3 weathered siltstone, (v) -1 strong
weathering coarse sandstone, (v)-2 weathering coarse sandstone, (vi)-1 strong
weathering gravel sandstone, (vi)-2 weathering gravel sandstone.
Groundwater occurs mainly in the low-lying land of the pebbly clay pore and
strong weathered bedrock fissure water, so the main type of loose rock pore water and
bedrock fissure water in clastic rocks. Above each layer of water and water
permeability are weak, weak aquifer.
(1) Loose rock pore water
Mainly hosted in the Quaternary clay, silt, sand, gravel soil pore, aquifer
thickness 1 5m, water-rich weak, groundwater level depth 1.5 4.5m, groundwater and
surface water by the precipitation infiltration recharge, water is subject to seasonal
effects, a small amount of water.
(2) Clastic rock fissure water
Mainly occurs in the Cretaceous clastic rocks in tectonic fissures, assessment of
geological structure of rock fracture is simple, not development, filling degree is high,
and rich water condition is poorer, content is very poor, the main sources of
atmospheric precipitation infiltration recharge to accept, the slope surface runoff is a
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part, is excreted in the Valley, a portion into the subterranean formation pore water.
In short, the site of simple hydro-geological conditions, groundwater is mainly
influenced by rainfall infiltration recharge runoff directly, the route is shorter,
generally along the ground or valley nearby excretion in low-lying or gully. Water is
weak, small water volume, water flow of 0.01-0.02l/s, the maximum water flow of
0.3-0.5l/s.
4.5.3 Investigation on groundwater pollution sources
According to the field investigation, sites around the area are mainly located in
rural residential areas and farming area, and no enterprises that may affect
groundwater industrial pollution source are found. Agricultural pollution sources are
mainly pesticides and chemical fertilizers; main agricultural products in the area are
rice, and these pesticides and chemical fertilizer to use on the local groundwater
caused some impact.
4.5.4 Investigation on environmental hydrological geological problems
According to the field investigation, the regional environmental hydro-geological
problems are not found.
4.5.5 Impact Analysis of Underground Water
4.5.5.1 Impact analysis of underground water during construction
The airport construction project requires removal of the regional soil zone of
topsoil. The project of earth and stone volume 6160000 m3, among them: cut a total of
3170000m3, fill gross is 3090000m
3 and discarding 80000m
3. In order to reduce
over-the-counter land occupied and influence, engineering discard selection backfill
out in ponds and other low-lying areas, or even backfill to whole, make the overall
elevation of 5cm. project does not set the soil and spoil fields.
According to the geological exploration results and geological section,
excavation and filling will direct the damaged region of the original groundwater
recharge runoff and drainage conditions, the vadose zone and phreatic aquifer caused
damage, but the fractured bedrock aquifer will not damage. The regional groundwater
affected by seasonal, climate impacts greatly and water is relatively small. Therefore,
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the excavation can only change in the superficial layer of local groundwater balance,
cause local groundwater flow field change. But the area of bedrock fissure water as
the main aquifer recharge, runoff, drainage, which by the terrane fracture
development degree and its connectivity influence, poor water yield property, no
unified groundwater water. Groundwater water basic will not change, and in the end
of fill will form new groundwater system. Therefore, the construction of excavation
influence on groundwater is smaller.
4.5.5.2 Impact analysis of underground water during operation
According to the engineering analysis, airport operation period of ground water
influence the link is fuel tank area, gas station or sewage treatment plant conditioning
tank and seepage control measures of failure cases, leakage, ingress of contaminants
caused by groundwater pollution.
Shangrao Airport use of depot located 3 blocks 100m3 ground horizontal steel
fuel tank, 1 bottom tank of 5m3, comprehensive office building of 100m
2, oil
equipment library of 20m2, measuring room of 15m
2, power distribution room of
20m2, receiving oil and oil shed shed 165m
2; equipped with 2 tanker of 20000L and 1
automobile gas station of 100m3, equipped with 4 underground horizontal tanks of
25m3 and 4 tankers. Fuel source by highway distribution mode, by the China aviation
oil limited liability company commissioned by the China Petroleum transport
company in Nanchang Changbei Airport depot distribution to the airport using depot
sewage treatment station regulation pool volume 1100m3.
Under normal conditions, oil and gas station oil tank are placed in a concrete
cofferdam cofferdam area within, 534.6m2, height of 1.0m, the effective volume of
the cofferdam is much higher than that of 367m3. sewage treatment station of
regulating pond also cast by concrete. Concrete Cofferdam Impervious grade not less
than S8, permeability coefficient is 0.261×10-8
cm/s, such measures can play good
waterproof effect, prevent contaminant infiltration.
However, in the case of accidents, when fuel tank area, gas station or sewage
treatment plant conditioning tank leakage, cofferdam bottom damage cases, pollutants
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can slow infiltration into the surrounding groundwater, go, cause pollution to a certain
extent.
Contaminants from the surface into the shallow groundwater, must go through
the vadose zone, the zone of aeration antifouling performance quality directly affects
the groundwater pollution degree and condition of project area. According to the
investigation results, the fuel tank area and gas station where the regional vadose zone
lithology for silt, clay and sand soil, groundwater depth 1.5-4.5m, but the thickness of
aquifer is thin, is only 1-5m, water rich poor. According to Guidelines for
Environmental Impact Assessment-Groundwater Environment (HJ610-2011), project
area site of vadose zone of rock and soil layer thickness greater than 1m, silt and clay
layer permeability coefficient in 10-7
cm/s and 10-4
cm/s between, and distribution
continuous. Therefore site within the vadose zone antifouling performance belongs to
medium.
According to the engineering geological and hydro-geological conditions, the
site groundwater mainly clastic rocks type hole fracture water, groundwater runoff
modulus <3L/s.km2, spring flow <0.1 L/s. groundwater is mainly composed of
atmospheric precipitation and surface water infiltration recharge, water is subject to
seasonal effects, a small amount of water. Once the oil or gas station oil leakage or
sewage adjusting tank bottom damage, pollution will directly into the vadose zone
and then gradually penetrated into the aquifer, the last into the fissure water.
The evaluation of putative oil base cement layer breakage, leakage of pollutants
through the vadose zone in phreatic aquifer in time according to the following
formula:
Seepage path:
d
hdkq
Penetration time:
q
dT
Among them, T is pollution matter through the vadose zone time; d is vadose
zone thickness; k is vadose zone permeability coefficient, h is contaminant in the
water height.
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Assuming the vadose zone thickness of 1m, impermeable layer permeability
coefficient 1.0×10-5
cm/s, oil or gas station after the leakage of reservoir height is
0.1M, after 105 days after the time of pollutants can be through the vadose zone into
the unconfined aquifer. Therefore leakage into the groundwater environment over a
long period of time, sufficient time to take barrier pollutants measures, protection of
groundwater from pollution.
At the same time the airport site within the most the area covered with
impervious asphalt or cement pavement, in part by artificial turf cover, treatment can
reduce the permeability of the soil at field region all types of sewage through network
organized collection, not diffuse infiltrates into underground water. The impact of
groundwater on airport drainage is smaller.
4.5.6 Measures to Reduce Groundwater Environment Effects
4.5.6.1 Groundwater Protection Measures during the Construction Period
Good water draining work is required for the earth’s surface during the
construction period. Drainage ditches should be setup at the top and toe of side slopes
and along the berm to avoid groundwater pollution caused by downward penetration
of the surface water.
During the construction period, the groundwater amount and quality (including
pH, permanganate index, total coli-group, ammonia nitrogen, total hardness, anion
synthetic detergent, volatile phenols, and petroleum) of the construction heavy-cut
sector should be monitored.
4.5.6.2 Groundwater Protection Measures during the Operation Period
(1) To avoid leakage of oil depot, petrol filling station, the regulation tank of the
sewage plant and other facilities, periodically check the cofferdam bottom of the oil
depot and the petrol filling station as well as the bottom of the regulation tank of the
sewage plant. It is suggested to check them once per month. In case of any damage,
repair it as soon as possible to avoid pollutant leakage and penetration downward into
the groundwater.
(2) A groundwater monitoring well should be setup at 50m away from the
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northwest side of the oil depot area and the regulation tank of the sewage plant
separately. The well should be 3m deep, with a sealing cover. Periodically collect the
groundwater sample to monitor its petroleum and COD pollution factors. In case of
any abnormality, stop the oil supply of the oil depot and the drainage of the sewage
tank immediately and then check and find out the leakage point.
(3) Make a contingency plan, periodically check the oil depot facilities, eradicate
any and all leakage, and repair immediately after the damage of the depot bottom.
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4.6 Impact Analysis of Solid Wastes Environment
4.6.1 Impact Analysis of Solid Wastes Environment during Construction
4.6.1.1 Main source
Construction waste mainly comes from the construction site of the construction
waste (mainly refers to the ground excavation, demolition works, road construction,
pipeline installation, material transport, infrastructure projects and housing construction
project construction period generates large amounts of waste construction materials, such
as sand, lime, concrete, wood and stone etc.) as well as the municipal soldi waste caused
by construction personnel activities.
4.6.1.2 Analysis of ambient impact of construction waste
During the construction, construction waste and construction personnel to bring to
municipal soldi waste if not timely treatment not only unsightly, influenced by landscape,
and in the case of the dry weather, will generate dust. Construction waste at the end of
construction should be promptly after the removal of garbage is like not seasonable
processing, in the appropriate temperature conditions will be the breeding of mosquitoes,
odor and spread disease, on the surrounding environment adversely affect. Life rubbish
temporary storage and sent to the municipal refuse treatment system for disposal.
4.6.2 Analysis of Ambient Impact of Solid Waste during Operation
4.6.2.1 Analysis of characteristics of solid waste
See Table 9-2-1 for component and characteristics of various types of solid waste in
the airport.
Table 9-2-1 Summary table for generation of airport project solid waste
No. Type Main component and
properties Amount (t/a) Treatment method
1 Aviation garbage Focus on organics 240 Waste treatment area of Shangrao City
2 Municipal soldi
waste
Focus on organics and
general life waste 28 Waste treatment area of Shangrao City
3 Dirty oil Containing oil, belonging to
dangerous waste HW08 0.5
Jingdezhen Longteng Carbon Fuel
Technology Co., Ltd.
4 Sludge General waste 20 Waste treatment area of Shangrao City
4.6.2.2 Analysis of solid waste pollution pathway
Solid waste environmental influence performance of the direct and indirect impacts
on two conditions: one is the smell, directly affect the air quality of the environment,
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direct transmission of infection and affect human health, into the water influence water
quality and landscape; two is the garbage leachate infiltration effect of underground water
and surface water; waste produced in the treatment process of waste water and waste gas
pollution caused by solid waste. The airport in storage, transit transport process, if not
closed or take impervious, water-resistant measures, will produce stench and filtrate, the
effect of the ambient air, water environment, soil environment quality and sanitation;
solid waste in incineration process will produce emissions, effects of environmental air
quality; solid waste or after the incineration of solid waste residue in sanitary landfill
process odor and leachate, the corresponding impact area ambient air quality and surface
water, groundwater environment.
4.6.2.3 Analysis of ambient impact of solid waste
The airport is the main solid waste municipal soldi waste, and non-toxic. The impact
on the environment is mainly manifested in the:
(1): Shangrao atmospheric Airport aviation and domestic garbage to the garbage
sorting table field by sorting, send Shangrao City garbage disposal field . Because of
aviation refuse and garbage in high content of organic matter, piling up garbage
fermentation of organic waste and odor, on atmospheric environment impact.
Through the airport property departments to strengthen management, to aviation
refuse and garbage output statistics, arrange the transportation vehicle refuse sorting table
storing garbage in, when the weather is hot, reducing the garbage time, and make the
waste transfer station closed, cleaning and disinfection work, can avoid the odor
production.
(2) Water: in the face of continuous rainfall and rainfall and other weather conditions,
wash the temporary storage of garbage will be leaching liquid exudation, garbage sorting
station requiring a hardening impervious, leachate seeping into the ground water may not,
in the garbage temporary storage area is provided the canopy and water-proof
embankment . At the same time, strictly limit the rubbish temporary storage location,
according to classification of proper disposal, not on the water environmental impact.
(3) Human health: solid waste in the stacking process, can produce toxic substances
and pathogens, in addition to through biological transmission, but also to water, gas as a
medium for communication and diffusion, harm to human health. At the same time,
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through the strengthening of refuse treatment station disinfection and cleaning, can
reduce the harm to human health.
4.6.3 Measures to Reduce Solid Waste Effects
4.6.3.1 Measures to Process Aviation and Life Rubbishes
The main constituent of aviation rubbish is the same as that of life rubbish. In view
of environmental resource effectiveness, the aviation rubbish contains many usable
components. The recyclable part (waste paper, plastics, metals and glass bottles) of these
rubbishes is as high as 88%~99%, with even higher recycled value. Therefore, recycling
can be considered by the airport to process aviation rubbish. After the sorting, the
aviation and life rubbishes which cannot be recycled should be temporarily stored at the
rubbish sorting field and then transport them to Shangrao Rubbish Treatment Field for
processing.
In this phase of the construction, a rubbish sorting field of 50m2
area will be built
recently for temporary storage of all kinds of rubbishes in the airport. The airport
management department is required to move the rubbish out of the field in time. The
rubbish sorting tower is a close building, which can well avoid rubbish raised by fresh
gale. Meanwhile, ground penetration-proof treatment should be well implemented to
avoid influences on groundwater and surface water caused by the rubbishes penetrating
into the soil.
4.6.3.2 Sump Oil Treatment and Disposal
The sump oil produced by the airport oil depot belongs to HW08 waste mineral oil,
which should be collected and recycled by the dangerous waste disposal center or
organizations with HW08 mineral oil disposal qualification.
After Shangrao Airport goes into operation, it will produce little sump oil, which can
be stored in the airport’s sump oil tanks and then send them to Jingdezhen Longteng
Carbon Fuel Science and Technology Co., Ltd. for treatment when the sump oil reaches a
certain amount. During the temporary storage period, make sure that the oil tanks have no
rip, take penetration-proof and rain-proof measures on the room where the sump oil tanks
are located, and ensure no leakage of sump oil.
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4.7 Impact analysis of Environmental Risk
4.7.1 Risk Identification
4.7.1.1 Risk link identification
This project mainly includes the flight projects, terminal area engineering,
transportation and engineering, air pipe engineering, engineering, meteorology,
navigation engineering assistant lighting engineering, power engineering, water supply,
rain, sewage works, fire, rescue engineering, heating, cooling system, oil engineering,
approach road, supporting pipeline engineering. Analysis of possible environmental risk
of facilities for fuel tank area, automobile gas station and sewage treatment plant, the
environmental risk of links and affected by the environmental factor see Figure 4-7-1
Figure4-7-1 Environmental risk link and environmental factor relations diagram
(1) Fuel tank area
The new airport depot is located in the terminal area on the west side of oil depot,
located 3 blocks 100m3 ground horizontal steel fuel tank, 1 bottom tank of 5m3,
comprehensive office building of 100m2, oil equipment library of 20m
2, measuring room
of 15m2, power distribution room of 20m
2, receiving oil and oil shed of 165m
2; and
equipped with 2 tankers of 20000L.
(2) Gas station
Newly build an automobile gas station in the airport approach entrance, equipped
with 4 horizontal buried oil tanks of 25m³, wherein the 2 tanks for the storage of gasoline
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and another 2 tanks for storage of diesel.
(3) Sewage treatment station
This period plans to build sewage treatment station on the west side of the terminal
building with the capacity of 10m3/h and the building area of 50m
2.
4.7.1.2 Dangerous substance identification
The hazardous substances related to the airport include aviation kerosene, gasoline
and diesel; see Table 10-1-1 for the physicochemical properties and criticality analysis of
dangerous materials.
Table 10-1-1 Aviation kerosene physicochemical properties and hazard analysis
Aviation kerosene (data for part use of kerosene)
Physicochemical
properties
Mainly by the distillation of crude oil from kerosene fraction obtained by processing of refined
petroleum products with light weight, wide fraction type ( boiling point 60-280°C ) and kerosene
type ( boiling point 135-280°C ) two kinds big. China's civil aircraft for aviation kerosene by No. 3,
jet fuel, kerosene with a larger net calorific value and density, fast combustion, complete
combustion, and has good thermal stability and cleanliness, no deposit formation and corrosive
products of combustion.
Boiling point 140-240°C Vapor
density 0.8g/cm3
Self-ignition
point 224°C
Explosion
range
0.7-5.0% Flash
point
No less than
38°C
Crystallizing
point
No more than
-46°C
Solubility Insoluble in water, soluble in most organic solvents such as alcohols
Hazard analysis
Health hazard:
Acute poisoning: inhalation of high concentrations of kerosene (aviation kerosene by reference to
the material) vapor, often there is excitement, then transferred to inhibit, shown as fatigue, headache,
drunkenness, trance, muscle tremors, ataxia ataxia; severe cases, disorientation, delirium,
consciousness of fuzzy; vapor can cause eye and respiratory tract irritative symptoms, severe
chemical pneumonia. Inhalation liquid kerosene can cause aspiration pneumonia, can occur when
severe pulmonary edema caused by ingestion of oral, pharyngeal and gastrointestinal irritation
symptoms, can appear with inhalation poisoning the same central nervous system symptoms.
Chronic effects: neurasthenia syndrome as primary manifestation, and eye and respiratory tract
irritation symptoms, contact dermatitis and dry skin.
Pathways: ingestion, inhalation, contact with skin
Toxicological data: LD50: 36000 mg/kg (rat oral); 7072 mg/kg (rabbit percutaneous); LC50:
information
Plant health standards: the former Soviet Union MAC (mg/m3): 300 [upper limit]; Chinese MAC
(mg/m3): failure to develop standard.
Environmental harm: harm to the environment; atmospheric pollution.
Storage and
transportation
conditions
Aviation kerosene tank is to have the fire and explosion technology measures, banning the use of
easy to produce the spark machinery equipment and tools, canned should note the velocity (no less
than 3m/s), and a grounding device, prevent the accumulation of static electricity to light unloading,
handling, packaging and containers to prevent damage.
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Analysis of
danger level
With reference to occupation exposure toxicants hazards classification (UDC613.632) GB5044-85
aviation kerosene harm degree for IV Slight hazards, which belongs to the level of protection.
Table 10-1-2 Gaoline physicochemical properties and hazard analysis
Product name Gasoline Another name - English name gasoline; petrol
Physical and
chemical
properties
Molecular
formula
C5H12-C12H26
(Aliphatic
hydrocarbon and
hydrocarbon)
Molecular
weight 72-170
Melting
point <-60°C
Boiling
point 40-200°C
Relative
density
0.7-0.79
(water) Flash point -50°C
Appearance
and smell Colorless or pale yellow volatile liquid; special odor
Solubility Insoluble in water; soluble in benzene, carbon disulfide, alcohol and fatty
Stability
Danger
Stabile; risk marker 7 (flammable liquid)
Extremely flammable. Its vapor can form explosive mixtures with air. In case of fire,
explosion and combustion heat easily. The oxidant can have severe reaction. The vapor
is heavier than air, the lower diffusion to very far place, in case of fire will get back.
Combustion (decomposition) products: carbon monoxide, carbon dioxide.
Toxicologic
al
information
Toxicity: low toxicity.
Acute toxicity: LD5067000mg/kg (mice orally); LC50103000mg/m3, 2 hours (mice inhalation)
Pungent: people with eye: 140ppm (8 hours), slight stimulation.
Sub-acute and chronic toxicity: rats inhaled 3g/m3, 12-24 hours/day, 78 day (120 solvent
gasoline), showed no symptoms of poisoning. Rats inhaled 2500mg/m3, No. 130 catalytic
cracking gasoline, 4 hours/day, 6 day/week, 8 weeks, physical activity reduced capacity,
nervous system and vigorous energy change.
Table 10-1-3 Diesel oil physicochemical properties and hazard analysis
Product name Diesel Another name - English name Diesel oil
Physical and
chemical
properties
Molecular
formula
Molecular
weight 180-280
Melting
point -18°C
Boiling
point 282-338°C
Relative
density 0.85 (water)
Vapor
pressure 4.0kg
Appearanc
e and
smell
-
Solubilit
y Slightly soluble in water
181
Stability
Danger
In case of fire, heat or into contact with the oxidant, it will cause an explosion.
In case of high fever, increased pressure within the container, cracking and explosion
risk;
Combustion products: carbon monoxide, carbon dioxide;
The substance is harmful to the environment; do not let their suggestions into the
environment. As for water and air pollution, destroy the aquatic respiration system.
On seaweed should be given special attention.
Toxicologic
al
information
-
(2) Fire accident derivatives
Toxic substances generated by fire accidents of oil tank area, and gas station mainly
include CO; see Table 10-1-4 for physicochemical properties and toxicological indexes of
CO.
Table 10-1-4 Physical, chemical and toxicological index of CO
Product name CO Another
name - English name Carbon monoxide
Physical and
chemical
properties
Molecular
formula CO Molecular
weight
28.01 Melting point -199.1°C
Boiling
point -191.4°C Relative
density 0.97 (air=1) Vapor pressure 309kPa/-180°C
Flash point <-50°C Ignition
temperature 610°C Explosion limit
Upper limit: 74.2%
Lower limit:
12.5%
Appearance
and smell Colorless and odorless gas.
Solubility Slightly soluble in water and soluble in ethanol, benzene and most organic solvents
Stability -
Danger
Health hazards: carbon monoxide in blood and hemoglobin and resulting in tissue hypoxia.
Acute poisoning: Slight poisoning appear have a headache, dizziness, tinnitus, palpitations, nausea,
vomiting, weakness; Moderate poisoning in addition to the above symptoms, and skin mucosa was cherry
red, rapid pulse, irritability, unsteady gait, shallow to moderate coma.
Environmental harm: harm to the environment, water, soil and atmospheric pollution.
Combustion hazard: This product is flammable.
Toxicological
information
Exposure control and personal protection: China MAC (mg/m3): 30; the former Soviet Union MAC
(mg/m3): 20
Toxicology: LD50: na; LC50: 2069mg/m3, 4 hours (rat inhalation)
182
4.7.1.3 Major hazard source identification
According to the Major Hazard Installations for Dangerous Chemicals
(GB18218-2009), hazardous material critical quantity and the actual quantity carries on
the contrast, see Table 10-1-5. It can be seen from the Table that Shangrao Airport risk
unit shall not constitute major risk sources.
Table 10-1-5 Table for Major Hazard Installations
Name of unit Name of material Critical
quantity (t)
Actual maximum storage
capacity (t) Identification result
Fuel tank area
of airport
Aviation
kerosene 5000 240 No
Filling station Gasoline 200 35 No
Diesel oil 5000 42.5 No
4.7.2 Source analysis
4.7.2.1 Risk accident investigation and accident tree analysis of fuel tank area
According to the engineering situation of aviation kerosene oil, physical and
chemical properties, as well as surrounding sensitive points characteristics of oil depot,
oil depot risk may occur for aviation kerosene leakage, fire and explosion risk, may be
influenced by the environmental factors including ambient air, surface water, soil,
groundwater and surrounding residents.
(1) Case for fuel tank area risk accidents
See Table 10-2-1 for risk case for oil tank area upon investigation.
Table 10-2-1 Oil depot risk case citation
Time Site Cause and impact extent
2002.8.24 Oil tank area of
certain airport
Employees in the welding of 2# diesel tank into the orifice rain-proof cover
bracket right, exercise of violate the rules and regulations, leading to gas
explosion fire, tank to the northeast of tossing around 1.5m, overflow tank diesel
engine on fire, resulting in 4 deaths, 2 temporary workers injured, oil scrap
2005.3.19 Shiyan City
Bailang Oil Depot
A vehicle with number of C-18146 large tanker, the oil depot in 1 sets to gasoline.
When mounted to a half tank bottom, front end weld suddenly open to nearly 20
centimeters long a crack, the instant of time a lot of petrol rapid spray discharge
2006.1.5
Henan Province
Gongyi City
Second Power
Plant
Oil tank leakage accident, the factory pipeline due to cold crack not found in
time, causing the tank 12 tons of diesel exhaust, 6 tons of diesel oil into Yiluo
River, a tributary of the Yellow River
(2) Statistics of accident type
The case shows that the risk of oil depot safety material constitutes a potential
danger. Based on 189 cases of oil depot accidents statistics Table 10-2-2 listed depot
183
accident data statistics.
Table 10-2-2 Statistical table for depot accident classification
Accident
type
Oil leakage Fire and
explosion
Mixture of oil Damage to
equipments
Others
Number of
accident
85 44 35 19 9
Proportion
(%)
45 23 19 10 3
It can be seen from data of Table 9-2-2 that run oil (i.e. the leakage) in fuel tank area
occurred in all accidents have the highest proportion (45%), so the tank leakage should be
this project fuel tank area accident prevention focus.
(3) Analysis of accident tree of oil tank leakage
It can be known from risk accident statistics of fuel tank area that the oil accident
types are mainly of the tank leakage. Analysis of accident tree of storage tank leakage in
fuel tank area is as follows:
Figure4-7-2 Analysis of oil tank leakage accident tree
It can be seen from the accident tree that oil tank leakage includes two main aspects
of the hardware factors : the tank and pipeline control valve, due to hardware to buy or
configuration, the maintenance process may have errors, resulting in the tank accessories,
parts and accessories for aging defective operating without norms, thus to cause the tank
leakage.
(4) Cause for tank leakage accidents of fuel tank area
184
Through analysis of the accident tree, further determine tank rupture and leakage of
valves of tank leakage causes for the fuel tank area. See Table 10-2-3 for specific
analysis.
Table 10-2-3 Anaylsis of cause for tank leakage accidents
Type Cause Analysis
Tank
break
(i) tank aging, external force and the interior of the tank leaks
(ii) by the external extrusion . Mainly include impingement, fission
(iii) tank capacity beyond the prescribed, excessive internal pressure
(iv) under the external environment vibration factors leading to the tank fission, caused by leakage of
materials
(v) under the external environment influence by simulated acid rain, the tank from corrosion
(vi) war, natural disasters and other factors caused the tank rupture, leading to leakage of materials
(vii) tank repair, maintenance and the cutting process, illegal operation causes the leakage of materials
Valve
leakage
(i) loose valve: for long time, the vibration switch is operated to cause a valve in the affected by external
factors easy looseness, causes the stored material leakage
(ii) by the external cause valve damage: is impacted by external force, the natural factors cause the valves
broken or destroyed, causing memory leakage
(iii) control valve operating without norms: artificial switch control valve, is not strictly according to the
standard operation, on the valve is closed when the tank to transport material
(iv) valves aging, compression fittings aging, too strong, too much to bear pressure, causing the valve
loosening or breakage, caused by leakage of materials
(v) other accidents: due to accident, causing the valve failure, caused by leakage of materials
4.7.2.2 Analysis of automobile gas station risk accident investigation and accident tree
The gasoline stored in automobile gas station oil tank is of easy evaporation,
flammable, explosive, easy flow diffusion, thermal expansion and easy to generate
electrostatic properties; once the vapor concentration to achieve combustion limit, meet
the fire combustion or explosion may occur. Possible risk of gas station for oil tank
leakage, fire and explosion, may influence the environment there are elements of ambient
air, surface water, soil, groundwater and inhabitants.
Analysis of automobile gas station fire accident tree is as follows:
185
Figure 4-7-3 Analysis of automobile gas station fire accident tree
It can be seen through the accident tree that gas station risk with the fuel tank area
risk similar mainly for leakage, fire and explosion, the oil vapor from escaping the main
reason for the existence of leakage, fire source will cause fire and explosion risk.
4.7.2.3 Analysis of risk accidents of sewage treatment station
Sewage pollution factor for BOD5, COD, SS, NH3-N and petroleum, once the
sewage treatment station failure will lead to exceed the standard waste.
After investigation of wastewater treatment station for management and operation of
major accidents and part of irresistible factors, see Table 10-2-4 for the analysis of the
cause for the accident.
Table 10-2-4 Analysis of causes for accidents of sewage treatment station
Type Cause Analysis
Problesm in
management
and
operation
(i) the inlet water temperature and pH value adjustment error, cause microbial death
(ii) of water quantity control is not continuous, causing microbial quantity is not stable, so that the
efficiency of sewage treatment unqualified
(iii) sewage treatment station outlet water quality on-line monitoring instrument fault, Unqualified failed to
detect that exceed the standard, sewage enters the reservoir
Part force
majeure
(i) the storm, resulting in a sewage treatment station intake amount is too large, beyond the sewage
treatment station processing ability, making sewage treatment to qualified
(ii) receives the accident caused the water concentration is higher, drainage, sewage treatment station
normal processing capacity and efficiency to meet the special requirement of water quality
(iii) due to sewage treatment station water conveyance pipeline, part of the sewage without treatment or
treatment without qualified enters the reservoir
It can been seen from the table above that processing station operation failure is
mainly due to artificial regulation violations, causing partial process failure or biological
bacterial death; water quality is poor and containing inactivated active bacteria microbial
substances, causing biological degradation function failure and some factors which can
186
not be avoided.
4.7.3 Determination of maximum credible accident
According to analysis of engineering accident investigation and accident tree,
determine the maximum credible accident as the oil storage leakage pool of fuel tank area
to have accident. The oil tank of automobile gas station in the project is buried oil tank,
probability of risk occurrence is relatively small, and analysis result of fuel tank area can
be referred to for environmental risk assessment.
Referring to statistical data of Practical Technology and Method of Environmental
Risk Assessment, the probability of oil tank leakage pool of tank area to have accident is
8.7×10-5
times/(years•tank)
4.7.4 Forecast Analysis of Environmental Risk Impact
4.7.4.1 Forecast of tank farm fire accident impact
(1) Source analysis
This evaluation plans to newly build aviation kerosene tank leakage of 100m3
to
cause the fire of cofferdam with the area of 534.6m2
(24.3m× 22m). The part without full
combustion in the fire after leakage of the oil tank is 20% of leakage combustion losses,
and the time for fire accident to generate CO is 1h. See Table 10-4-1 for source strength
parameters.
Table 10-4-1 Pollution source intensity of aviation kerosene leaking pool fire accident
Parameters Unit Value Remarks
Carbon content % 80
Burning rate kg/(h•m2) 55.11 The whole liquid pool is on fire; maximum rate of
combustion
CO generation amount g/s 3055
Fume height m 15 With pool fire height as reference
Fire duration min 60 Fire rescue control time
Cofferdam area m2 534.6
The formula to calculate the generation rate of CO is as follows:
Q=28/12·V·S·m·20%
=28/12×55.11×534.6×0.8×20%=10999kg/h =3055g/s
In which: molecular formula ratio of 28/12-CO to C;
S-liquid pool area, m2
V-aviation kerosene combustion quality rate, kg/(h•m2)
187
m-carbon content in aviation kerosene.
(2) Impact forecast
(i) Forecast scheme
Average speed of the regional for years is 1.2m/s, the evaluation selects wind speed
of 0.5m/s and 1.2m/s and D & F stability as forecast conditions from the perspective of
forecast angle of the impact.
(ii) Forecast result
Under conditions of wind speed at 0.5m/s and 1.2m/s, see Table 10-4-2 and 10-4-3
respectively for forecast result of CO ambient air impact of fire accident of kerosene tank
leakage.
Table 10-4-2 CO ground concentration and time forecast under condition of 0.5m/s
Downwind
distance
(m)
D stability F stability
Pollutant concentration
(mg/m3)
Duration
(min)
Pollutant concentration
(mg/m3)
Duration
(min)
100 799.0839 33.14 882.9658 33.01
200 246.2977 36.27 506.3228 36.02
400 64.6336 42.55 166.170 42.05
600 28.7104 48.82 77.3350 48.07
800 16.0112 55.09 43.8630 54.1
1000 10.1374 61.37 27.9870 60.12
1200 6.9615 67.64 19.2937 66.14
1400 5.0538 73.91 14.0477 72.17
1600 3.7362 80.19 10.6213 78.19
1800 2.7292 86.46 8.1159 84.22
2000 1.9952 92.73 6.1817 90.24
2200 1.4801 99.01 4.7231 96.26
2400 1.1200 105.28 3.6461 102.29
2600 0.8649 111.55 2.8541 108.31
2800 0.6807 117.83 2.2672 114.34
3000 0.5449 124.10 1.8271 120.36
Table 10-4-3 Estimated CO ground concentration and time forecast under condition of 1.2m/s
Downwind D stability F stability
188
distance
(m)
Pollutant concentration
(mg/m3)
Duration
(min)
Pollutant concentration
(mg/m3)
Duration
(min)
100 1012.0720 31.31 120.6622 31.26
200 493.6856 32.61 464.0309 32.51
400 148.2316 35.23 308.1111 35.02
600 68.1996 37.84 167.2508 37.53
800 38.8239 40.46 101.0533 40.04
1000 24.9774 43.07 66.8641 42.55
1200 17.3869 45.68 47.2779 45.06
1400 12.7852 48.30 35.1081 47.57
1600 9.7876 50.91 27.0595 50.08
1800 7.7270 53.52 21.4710 52.59
2000 6.2500 56.14 17.4370 55.10
2200 5.1554 58.75 14.4317 57.61
2400 4.3218 61.37 12.1337 60.12
2600 3.6724 63.98 10.3376 62.63
2800 3.1568 66.59 8.9075 65.14
3000 2.7407 69.21 7.7503 67.65
It can be known from forecast result that under the conditions of wind speed at
0.5m/s and 1.2m/s, CO concentration does not exceed standard limit of LC50
concentration (2069mg/m3). The impact under wind speed at 1.2m/s is larger than that
under wind speed at 0.5m/s. Under the conditions of D and F stability, see Table 10-4-4
for CO concentration beyond the related index range.
Table 10-4-4 List of CO concentration beyond range of related index under condition of accident
No. Concentration
(mg/m3) Standard source Human toxicity reaction
Over-standard
distance (m)
D
stability
F
stability
1 30
GBZ2-2002 workplace harmful factors
of occupation exposure limits-standard
limit values are consistent with MAC
Short-time contact allowable
concentration (15min) 900 1500
2 2069 Environmental Data Handbook for
Chemicals Toxicity LC50, 4hours (rat inhalation) - -
3 1700
GBT18664-2002 respiratory protective
equipment selection, use and
maintenance
Immediately dangerous to
life and health - -
Under the wind speed of 1.2m/s and F stability conditions, CO concentration does
neither exceed standard limit of LC50 concentration ((2069mg/m3)) nor the standard limit
of IDLH concentration (1700mg/m3), and the maximum distance over MAC is 1500m.
The sensitive points include 6 residence plots-Xiajia of Tashui, Xujia, Zhangjia,
189
Huangjia Shantou (Tashui Village committee), Hewu and Fangcun, and one
school-Tashui Primary School within the range of 1500m around oil storage area of the
airport. Under state of accidents, the health of residents and teachers & students may be
affected by CO to certain extent. We should remind the surrounding villagers and
teachers & students of personal protection. See Figure 4-7-4 for risk impact range
diagram.
4.7.4.2 Impact analysis of gas station explosion accidents
With reference to Fire and Explosion Risk Index Assessment Method of Dow
Chemical Company (Seventh Edition), determine the fire, explosion radius of influence
(actual exposure radius). Make gas station wherein gasoline tank leakage, if leakage is
5m3, the actual exposure radius of fire and explosion:
R=F&EI×0.84×0.3=48.1×0.84×0.3=12.1(m)
F&EI-fire and explosion index
Actual exposure area: S=459.7m2
According to the analysis of forecast result, the project of gas station oil tank fire
and explosion accident happens, the effects of radius 12.1m, gas station pump house and
office may be affected, and the other protective elements are affected less likely.
In addition, gas station explosion's impact on the environment also includes: the
explosion of oil drops to smoke will cause explosion point as the center must be within
the range of Landing large fume dust, explosion temperature, pressure, space over the
local visibility also will produce apparent change, thus on local atmospheric environment
impact.
4.7.5 Countermeasures for environmental risk
4.7.5.1 Countermeasures for risk of fuel tank area and gas station
(1) Countermeasures for materials leakage
See Table 10-5-1 for countermeasures for materials leakage of fuel tank area.
Table 10-5-1 Countermeasures for materials leakage of fuel tank area
Countermeasures
for material
leakage in oil
depot area
(i) in oil storage area and related areas set up monitoring probe, to the surrounding environment of
the flammable and explosive gas monitoring at all times, so that in the first time to find material
leak accident, and determine the accident
(ii) periodically check the oil storage tank, connecting pipelines and control valves, timely
maintenance and replacement of damaged parts of the original, on the part of the components of
190
the maintenance, to reduce the possibility of accidents
(iii) in strict accordance with the fuel storage area to standardize the operation, avoid material
storage conditions changed as a result of accidents
(iv) to avoid the fuel storage area of civil construction, in order to reduce the accident resulting in
the tank and pipeline valve failure
(v) for tank area were patrolling, prevent the theft destroys the tank, piping, valves and related
accessories, causing the accident; in the receiving oil tank valve interface, etc. shall set up warning
signs
(vi) upon the occurrence of oil reservoir oil spill, should immediately close all operations of the
tank valve, stop fuel delivery, check the oil-water separation tank and tank bottom valve, closing
the entrance and exit. In order to prevent the massive oil spill through the oil separation tank into
the airport drainage system, should be promptly will reserve oil-absorbing cotton or sediment
diffusion overflow oil fixed, to avoid the impact of wastewater treatment station
(2) Countermeasures for fire explosion accidents
The oil depot belongs to first-class fire prevention unit, which will cause threat to
the security of residents who are near the oil deport once there is fire or explosion At the
same time, the burning of aviation kerosene will emit a large amount of oil fumes, thus to
cause pollution to atmospheric environment and soil environment. See Table 10-5-2 for
countermeasures for fire and explosion accidents aiming at actual conditions of the
project.
Table 10-5-2 Countermeasures for fire explosion accidents
Oil depot area
(i) work area to prohibit all ignition sources (including high heat source)
(ii) set in the work area fire monitoring alarm, convenient in a fire, the first time signal, and take
corresponding measures to further expand, avoiding fire
(iii) within the work area is equipped with corresponding fire-fighting equipment, and ensure the
quantity and quality of clearance
Automobile gas
station
(i) gas station site selection, design, construction and quality of equipment must comply with the
relevant national safety regulations
(ii) gas station and storage tanks, piping, breathing valve, safety valve, flame arrester, flange
jumper and electrostatic grounding device must be inspected regularly, maintenance, maintain a
good working state
(iii) oil, gas must be on-site supervision, in accordance with the rules of operation, to prevent
roof fall run oil
(iv) to strengthen the fire management, prevent fire, no miscellaneous personnel in
(v) the production staff to master the operating technology and fire safety management
regulations
(3) Water treatment in fire accidents
Fire prevention of airport is Class VI for construction of fire station of 760m2 and
configuration of 5 fire cars (main bubble cars, car lighting, fire communication command
vehicle for each 1, heavy bubble car for 2).
191
In order to prevent fire accident water pollution to the surrounding soil and
groundwater, it is required to build a fire accident pool. According to Design Guidelines
on Emergency Measures against Water Pollution Prevention and Control released by
Sinopec Group, the volume of new accident pool is calculated as follows:
Total effective volume of accident storage facilities:
1 2 3 max 4 5= )V V V V V V 总 (=367m
3
Note: 1 2 3 max)V V V ( respectively calculates 1 2 3V V V
for different tank
groups or devices within the range of collection system, and takes the
maximum value.
1V-material quantity of a tank group or a set of devices that have accidents within
the range of collection system. 1Vis calculated according to oil tank of 100m
3;
2V-fire prevention water amount of tank or device that has accidents, m
3.
According to Fire Prevention Code of Petro-chemical Enterprise Design
GB50160-1992 (1999 Edition), cooling water supply intensity of fire tank and adjacent
tank wall is 2L/min·m2, cooling area of fire tank is calculated according to total surface
area, and the adjacent tank is calculated according to half a tank surface area. Tank area
has 3 oil tanks, all of which are horizontal tanks of 100m3. The area of tank is about
273m2 and fire time is 4h, then the amount of fire water V2=131m
3.
3V-material quantity that can be transferred to other storage or treatment facilities in
case of accidents, m3, 3V
=0;
4V-quantity of industry wastewater that must still enter into such collection system
in case of accidents, m3, 4V
=0;
5V-rainfall that may enter into such collection system in case of accidents, m
3.
V5=qF=136.4m3
q-rainfall intensity, mm; subject to maximum rainfall per day, q=255.2mm;
F-area that may enter into such collection system, cofferdam area F is 534.6m2.
Through the calculation, the project requires new construction of fire accident pool
of 367m3 to meet the requirement of water storage capacity. The cofferdam area of airport
192
fuel tank area is 534.6m2 with height of 1.0m and the effective volume of the cofferdam
is much higher than that of 367m3, which can meet the requirement of accommodating
water for fire accidents. Therefore, the evaluation the evaluation believes that oil depot
cofferdam can be used as fire accident pool to ensure water does not enter into the
external environment.
4.7.5.2 Countermeasures for abnormal operation of sewage treatment station
The processing capacity of sewage treatment station is 10m3/h, and recovery time
for abnormal operation of sewage treatment station is 6h, which discharges sewage of
about 15m3. Sewage treatment station abnormal discharge of sewage can be discharged
into the regulation pool of sewage treatment station, both to ensure that exceed the
standard of sewage into the external environment, and save land and capital.
4.7.6 Environmental Risk Evaluation Conclusions
(1) Under the state of accidents of aviation fuel tank area, and the wind speed
conditions of 0.5m/s and 1.2m/s, CO concentration does not exceed the standard limit
value of LC50 concentration (2069mg/m3). Under the wind speed of 1.2m/s and F
stability conditions, CO concentration does neither exceed standard limit of LC50
concentration ((2069mg/m3)) nor the standard limit of IDLH concentration, and the
maximum distance over MAC is 1500m. The sensitive points include 6 residence
plots-Xiajia of Tashui, Xujia, Zhangjia, Huangjia Shantou (Tashui Village committee),
Hewu and Fangcun, and one school-Tashui Primary School within the range of 1500m
around fuel tank area of the airport. Under state of accidents, the health of residents and
teachers & students may be affected by CO to certain extent. We should remind the
surrounding villagers and teachers & students of personal protection.
(2) The volume of fire accident pool required for the project is 367m3, and the
effective volume of cofferdam can meet accommodation requirement of fire accident
water. Therefore, the evaluation believes that oil depot cofferdam can be used as fire
accident pool to ensure water does not enter into the external environment.
(3) Based on implementation of countermeasures and contingency plans for the
above risk, carry out management and operation strictly according to rules and
regulations related to the fuel tank area, gas station and sewage treatment station, and the
194
4.8 Impact Analysis of electromagnetic radiation
4.8.1 Impact Analysis of electromagnetic radiation of 110kV Maozao Line relocation and
modification project
1. Impact forecast and evaluation of power frequency electromagnetic field and radio
interference environment of transmission line
The 110kV Maozao Line relocation and modification project is modified from
original #8 double circuit branching pipe rod on the side of Maojialing Substation to
framework of Zaotou 110kV Substation. Voltage class is 110kV. Wire type is LGJ-240/30
steel-cored aluminum strand, earth wire type is JLB20A-80 aluminum clad steel strand,
optical cable model is OPGW-2S1/24B1 and cable type is YJLW03-1×the new
630mm2-64/110. The length of overhead line is 10.32km, length of cable path is 2300m,
and the whole line is erected in single circuit.
Theoretical calculation: According to Technical Regulations on Environmental
Impact Assessment of Electromagnetic Radiation Produced by 500 KV Ultrahigh Voltage
Transmission and Transfer Power Engineering (HJ/T24-1998), the evaluation adopts
method recommended by International Conferences of Large Power Grids by the 36.01
Working Group and the method recommended by GB15707-1995 Limits of Radio
Interference from AC High Voltage Overhead Power Transmission Lines to calculate the
power frequency electromagnetic field intensity and radio interference level of the space
under high-voltage transmission line.
(1) Theoretical calculation mode
(i) Calculation of power frequency electric field intensity
Equivalent charge on high-voltage transmission line is line charge, because the
radius r of high-voltage transmission line is far less than erection height, the location of
equivalent charge can be considered at the geometric center of transmission line.
The transmission line is infinitely long and parallel to the ground, and the ground
can be regarded as good conductor; use the mirror image method to calculate equivalent
charge on transmission line. The following matrix equation can be written:
nnn
n
n
n Q
Q
Q
nnU
U
U
2
1
21
22221
11211
2
1
Formula (1)
195
In which: U -single-row matrix of voltage to ground of each conductor;
Q -single-row matrix of equivalent charge of each conductor;
-n order matrix composed by potential coefficient of each conductor (n is
number of conductors).
U matrix can be determined by voltage and phase of transmission line;
take 1.05 times the rated voltage as the calculation voltage from the perspective of
environmental protection.
matrix is obtained by principle of mirror image. Potential coefficient
is calculated according to the formula below:
ijii
ij
ij
ij
i
iii
L
L
R
h
'
0
0
ln2
1
2ln
2
1
Formula (2)
In which: 0 -air dielectric coefficient, mF /10
36
1 90
;
ijL-distance from No.i conductor to No.j conductor;
’ijL-distance from mirror image conductor of No.i conductor to No.j
conductor;
ih-height of No.i conductor from ground;
iR-conductor radius;
ni
R
nrRR
. Formula (3)
In which: R -bundle conductor radius;
n -number of partial conductor;
r -partial conductor radius.
According to U matrix and matrix, use formula (1) to obtain Q matrix.
When the equivalent charge amount of each conductor in unit length is obtained,
electric field strength of any point in space can be obtained according to the principle of
superposition, electric field component xEand yE
at (x, y) point can be expressed as:
196
2'2
10
-πε2
1Σ
i
i
i
im
ix
L
xx
L
xxQE
i
Formula (4)
2'2
102
1
i
i
i
im
iy
L
yy
L
yyQE
i
Formula (5)
In which: ii yx、-coordinate of conductor I (I=1, 2, …, n);
m -number of conductors;
', ii LL-respectively the distance from conductor I and its mirror image to the
calculation point.
Total electric field intensity of any point in space is:
22yX EEE
Formula (6)
(ii) Calculation of power frequency magnetic field intensity
It is forecast from power frequency magnetic field intensity that according to
recommendation of International Conferences of Large Power Grids by the 36.01
Working Group, calculate the contributions of single conductor of high-voltage
transmission line to power frequency magnetic field intensity of ambient space:
22π2 Lh
IH
+=
Formula (7)
In which: I-current value in Conductor I;
h-vertical distance from conductor to forecast point;
L-horizontal distance between conductor and forecast point.
For the three-phase circuit, horizontal and vertical components of magnetic field
intensity formed by different phases must separately consider the current phase according
to vector composition of phases.
(iii) Calculation of radio interference field intensity
The calculation of radio interference field intensity is subject to basic formula
recommended by Limits of Radio Interference from AC High Voltage Overhead Power
Transmission Lines (GB15707-1995).
Intensity of radio interference from AC high voltage overhead power transmission
lines at 0.5MHz:
197
DrgE
20lg3330-125.3 max ++=
Formula (8)
In which: E -value of radio interference field intensity, dB (µV/m);
r -conductor radius, cm;
D -straight-line distance from interfered point to conductor, m;
maxg-maximum potential gradient of conductor surface, kV/m.
In which:
R
dngg 1-1max
In which: R-circle diameter passing center of partial conductor, cm;
n-number of partial conductor;
d-diameter of partial conductor, cm;
g-average surface potential gradient of conductor, dn
Qg
0πε=
.
(2) Calculation parameters
See Table 11-1-1 for main erection parameters of the line (with the tower type No.
1B-ZM11 (single-circuit) as the theoretical calculation object):
Table 11-1-1 Table for theoretical calculation parameters
Item Parameter
Voltage class 110kV
Erection method Single-circuit line erection
Tower type 1B-ZM11
Suspension method Single-circuit triangle arrangement
Phase sequence arrangement ABC
Wire type LGJ-240/30 model steel-cored aluminum strand
Gross sectional area of
conductor 275.96mm2
Outer diameter of conductor 21.6mm
Max. operating current of line 290A
Distance of bottom conductor
from ground
7.0m (The minimum design height crossing the resident plot by maximum sag)
6.0m (The minimum design height crossing the non-resident plot by maximum sag)
Calculation range
(i) Power frequency electric field, magnetic field: horizontal direction: from center
0m, both sides 50m, spacing 1m.
Vertical direction: ground 1.5m
(ii) Radio interference: horizontal direction: side conductor 0m, both sides 64m,
spacing 1m.
Vertical direction: ground 2m
(3) Forecast result
198
The evaluation forecasts the power frequency electric field intensity and power
frequency magnetic field intensity generated at 1.5m from the ground at the maximum
slag as well as the radio interference level at the 2m from the ground with the frequency
of 0.5MHz as for the project 110kV single-circuit transmission line. See Table 11-1-2 and
Table 11-1-3 for specific forecast result.
Table 11-1-2 Theoretical calculation result of power frequency electric field intensity and magnetic
field intensity of 110kV single-circuit triangle arrangement line
Horizontal
projection
distance from
line center (m)
Crossing resident plot,
7m from Bottom conductor to ground
Crossing non-resident plot,
6m from Bottom conductor to ground
Electric field
aggregative quantity at
1.5m from ground
(kV/m)
Magnetic field
aggregative quantity at
1.5m from ground
(μT)
Electric field
aggregative quantity at
1.5m from ground
(kV/m)
Magnetic field
aggregative quantity at
1.5m from ground
(μT)
0 1.765 3.772 2.063 9.368
1 2.039 8.616 2.477 10.267
2 2.243 8.996 2.795 10.929
3 2.332 9.114 2.927 11.142
4 2.292 8.939 2.836 10.826
5 2.141 8.516 2.570 10.100
6 1.922 7.941 2.221 9.178
7 1.679 7.308 1.866 8.238
8 1.442 6.684 1.546 7.374
9 1.227 6.104 1.276 6.616
10 1.041 5.582 1.055 5.966
15 0.480 3.772 0.450 3.885
20 0.255 2.791 0.231 2.836
25 0.153 2.202 0.137 2.224
30 0.100 1.813 0.089 1.826
35 0.070 1.540 0.062 1.548
40 0.052 1.337 0.046 1.342
45 0.040 1.181 0.035 1.185
50 0.031 1.058 0.028 1.060
As shown in Table 11-1-2, at the line height of 6.0m from the ground (the minimum
design height crossing the non-resident plot by maximum sag) and 7.0m from the ground
(the minimum design height crossing the resident plot by maximum sag), maximum
values of theoretical calculation electric field intensity exist at ±3m from the line center,
2.927kV/m and 2.332kV/m respectively. After that, the electric field intensity rapidly
declines with the increase in line central distance; it declines to 0.231kV/m and
0.255kV/m respectively at 20m from line center, and declines to 0.028kV/m and
0.031kV/m respectively at 50m from line center, which is less than evaluation standard of
199
4kV/m and compliant with requirement of evaluation standard data of power frequency
electric field intensity of 4kV/m of Technical Regulations on Environmental Impact
Assessment of Electromagnetic Radiation Produced by 500 KV Ultrahigh Voltage
Transmission and Transfer Power Engineering (HJ/T24-1998).
At the line height of 6.0m from the ground (the minimum design height crossing the
non-resident plot by maximum sag) and 7.0m from the ground (the minimum design
height crossing the resident plot by maximum sag), maximum values of theoretical
calculation magnetic field intensity exist at ±3m from the line center, 11.142μT and
9.114μT respectively. The magnetic field intensity declines with the increase in line
center distance, the theoretical calculation data are less than evaluation standard of
100μT.
Table 11-1-3 Value of radio interference level of 110 kV single-circuit line theoretical calculation
Horizontal
projection
distance from
line center(m)
6.0m 7.0m Horizontal
projection
distance from
line center(m)
6.0m 7.0m
Value of radio interference at 2m
from ground (0.5MHz) dB (μV/m)
Value of radio interference at 2m
from ground (0.5MHz) dB (μV/m)
0 33.16 30.45 24 12.10 11.51
1 34.73 31.57 26 10.84 10.27
2 35.83 32.30 28 9.69 9.13
4 35.66 32.19 30 8.61 8.07
6 32.82 30.20 32 7.61 7.08
8 29.27 27.42 34 6.68 6.15
10 25.99 24.62 36 5.79 5.28
12 23.14 22.06 38 4.98 4.46
14 20.68 19.78 40 4.18 3.68
16 18.55 17.75 45 2.39 1.90
18 16.66 15.95 50 0.79 0.31
20 14.98 14.32 55 - -
22 13.47 12.85 60 - -
23* 12.77 12.16 64 - -
Note: 23* is 20m from side conductor;
*Radio interference level in the table refers to the conditions at the frequency of 0.5MHz.
As shown in Table 11-1-3, radio interference values at minimum line height of
6.0m and 7.0m from the ground as for the conductor projection of 20m with line bottom
at height of 2.0m from the ground of 110 kV single-circuit triangle arrangement overhead
line at frequency of 0.5MHz are 12.77dB (μV/m) and 12.16dB (μV/m) respectively,
which satisfy the limit requirement of 46dB (μV/m) for 110kV in fine days of Limits of
Radio Interference from AC High Voltage Overhead Power Transmission Lines
200
(GB15707-1995).
Calculated according to the theory, in case that newly built relocation and
modification project adopts single-circuit line erection, it is necessary to ensure at the line
height of 6.0m from the ground (the minimum design height crossing the non-resident
plot by maximum sag) and 7.0m from the ground (the minimum design height crossing
the resident plot by maximum sag), the line operating theory calculation can satisfy
evaluation standard of power frequency electric field intensity of 4000V/m and power
frequency magnetic field intensity of 0.1mT of Technical Regulations on Environmental
Impact Assessment of Electromagnetic Radiation Produced by 500 KV Ultrahigh Voltage
Transmission and Transfer Power Engineering (HJ/T24-1998) with the minimum height
satisfied. At the same time, the line operating theory calculation can satisfy the
requirement at 20m from the transmission line for voltage class of 110kV and radio
interference limit value≤46dB (μV/m) at the frequency of 0.5MHz in the fine days
regulated in Limits of Radio Interference from AC High Voltage Overhead Power
Transmission Lines (GB15707-1995).
2. Lines by comparison measurement
Carry out electromagnetic field environment impact forecast and evaluation of the
110kV overhead line of the project with the comparison object of 220kV Ferry
Substation-110V Yinkeng Substation 110kV line project of Yudu County.
(1) Feasibility of comparison
See Table 11-1-4 for main indicator comparison between comparison line and
evaluation line.
Table 11-1-4 Comparison table of main technical indicators of comparison line
Technical indicators Comparison line Evaluation line
Name of line
220kV Ferry Substation-110V Yinkeng
Substation
110kV line project
Single-circuit overhead line of project
Voltage class 110kV 110kV
Wire type LGJ-300/40 LGJ-240/30
Conductor arrangement
method Triangle arrangement Triangle arrangement
Erection height of Bottom
conductor from the ground 12.5m /
(2) Monitoring section and point
201
Power frequency electric field and power frequency magnetic field: 110kV line
attenuation section takes ground projection point of the conductor center at maximum
slag as the measurement origin, and carries out monitoring of attenuation section along
the vertical line direction. The measurement takes the side conductor projection as the
starting point with the monitoring point spacing of 5m, and extends to 50m beyond the
ground projection of side conductor.
Radio interference: Vertical 110kV line takes the side conductor projection as the
starting point with the monitoring point spacing of 2nm, and extends to 64m to carry out
multi-frequency measurement at 20m of measurement path.
(3) See Table 11-1-5 and Table 11-1-6 for monitoring results.
Table 11-1-5 Monitoring data of power frequency electric field and power frequency magnetic field
environment of 110k line of 220kV Ferry Substation-110V Yinkeng Substation
No.
Distance from monitoring point to starting
point(m)
47#-48#
power frequency electric
field intensity
(V/m)
power frequency magnetic
field intensity
(μT)
1 Projection from central conductor at 0m 687.5 1.215
2 Projection from central conductor at 5m 754.3 1.086
3 Projection from central conductor at 10m 565.6 0.812
4 Projection from central conductor at 15m 383.1 0.598
5 Projection from central conductor at 20m 169.4 0.336
6 Projection from central conductor at 25m 91.24 0.212
7 Projection from central conductor at 30m 69.39 0.152
8 Projection from central conductor at 35m 43.12 0.103
9 Projection from central conductor at 40m 36.14 0.087
10 Projection from central conductor at 45m 28.64 0.066
11 Projection from central conductor at 50m 25.73 0.059
It can be seen from Table 11-1-5 that power frequency electric field intensity
measured at the height of 1.5m from the ground near the comparison 110kV line project
is 25.73-687.5V/m and magnetic field intensity is 0.059-1.215μT, which are less than the
limit requirement of 4kV/m and 0.1mT in Technical Regulations on Environmental
Impact Assessment of Electromagnetic Radiation Produced by 500 KV Ultrahigh Voltage
Transmission and Transfer Power Engineering (HJ/T24-1998).
Table 11-1-6 Monitoring data of radio interference of 110kV line project of 220kV Ferry
Substation-110V Yinkeng Substation
Measurem
ent point
Distance from monitoring point to starting
point
Frequency
(MHz) Quasipeak dB(μV/m)
220kV
Ferry
Projection from central conductor at 0m 0.5 40.46
Projection from central conductor at 1m 0.5 40.17
202
Substation-
110V
Yinkeng
Substation
110kV line
project
Projection from central conductor at 2m 0.5 39.24
Projection from central conductor at 4m 0.5 40.89
Projection from central conductor at 8m 0.5 38.62
Projection from central conductor at 16m 0.5 37.48
Projection from central conductor at 20m
0.15 45.36
0.25 41.21
0.5 37.17
1.0 40.68
1.5 71.23
3.0 40.83
6.0 43.87
10 46.31
15 44.51
30 38.69
Projection from central conductor at 32m 0.5 36.41
Projection from central conductor at 64m 0.5 36.13
It can be seen from Table 11-1-6 that the radio interference at frequency of 0.5MHz
of the comparison 110kV line project is 36.13-40.89dB (μV/m), which satisfies the limit
requirement of 46dB (μV/m) of 110kV in fine day conditions of Limits of Radio
Interference from AC High Voltage Overhead Power Transmission Lines
(GB15707-1995).
It is known through theoretical calculation and comparison, when the conductor is
LGJ-240/30 model steel-cored aluminum strand frame to mainly erect the tower type of
No. 1B-ZM11 (single-circuit), under the premise that the erection height of conductor
satisfies the regulations of Technical Code for Designing 110-500kV Overhead
Transmission Line (at height of 6.0m from the ground for the conductor (the minimum
design height crossing the non-resident plot by maximum sag) and at height of 7.0m from
the ground for the conductor (the minimum design height crossing the resident plot by
maximum sag)), the influence of power frequency electric field intensity, power
frequency magnetic field intensity and radio interference generated during operation in
110kV single-circuit line formed after the project line is established and put into
operation on electromagnetic radiation of the environment are less than standard limits of
power frequency electric magnetism of 4kV/m and power frequency magnetic field of
0.1mT regulated in Technical Regulations on Environmental Impact Assessment of
Electromagnetic Radiation Produced by 500 KV Ultrahigh Voltage Transmission and
Transfer Power Engineering (HJ/T24-1998) and national standard value of radio
203
interference of 46dB (V/m) at the frequency of 0.5MHz in fine day conditions regulated
in Limits of Radio Interference from AC High Voltage Overhead Power Transmission
Lines (GB15707-1995).
According to path design diagram of the line and the field inspection of project
surroundings, the villages nearest the sensitive points surrounding the line are Gaojiashan
and Gaojiashan Village. It can be known through monitoring data of theoretical
calculation and comparison that power frequency electric field intensity and power
frequency magnetic field intensity generated during operation of the line rapidly decline
with the increase in horizontal distance from side conductor, and the maximum values of
power frequency electric field intensity and power frequency magnetic field intensity
monitored of comparison project at 10m from side conductor are respectively
0.5656kV/m and 0.812 (μT). It can be known that the influence on electromagnetic
radiation of sensitive points along the line after the transmission and transformation
project is established and put into operation are less than standard limit of power
frequency electric magnetism of 4kV/m and power frequency magnetic field of 0.1mT
regulated in Technical Regulations on Environmental Impact Assessment of
Electromagnetic Radiation Produced by 500 KV Ultrahigh Voltage Transmission and
Transfer Power Engineering (HJ/T24-1998).
4.8.2 Impact analysis of electromagnetic radiation of 110kV WangZao Line relocation
and modification project of Sanqingshan Airport
1. Impact forecast and evaluation of power frequency electromagnetic field and radio
interference environment of transmission line
(1) Theoretical calculation mode
Same as 110kV Maozao Line relocation and modification project.
(2) Calculation parameters
See Table 11-2-1 for main erection parameters of the line (with the tower type No.
1B-ZM11 (single-circuit) as the theoretical calculation object):
Table 11-2-1 Table for theoretical calculation parameters
Item Parameter
Voltage class 110kV
Erection method Single-circuit line erection
Tower type 1B-ZM11
Suspension method Single-circuit triangle arrangement
Phase sequence arrangement ABC
Wire type LGJ-240/30 model steel-cored aluminum strand
204
Gross sectional area of
conductor 275.96mm2
Outer diameter of conductor 21.6mm
Max. operating current of line 290A
Distance of bottom conductor
from ground
7.0m(the minimum design height crossing the resident plot by maximum sag)
6.0m(the minimum design height crossing the non-resident plot by maximum sag)
Calculation range
(i) Power frequency electric field, magnetic field: horizontal direction: from center
0m, both sides 50m, spacing 1m.
Vertical direction: ground 1.5m
(ii) Radio interference: horizontal direction: side conductor 0m, both sides 64m,
spacing 1m.
Vertical direction: ground 2m
(3) Forecast result
The evaluation forecasts the power frequency electric field intensity and power
frequency magnetic field intensity generated at 1.5m from the ground at the maximum
slag as well as the radio interference level at the 2m from the ground with the frequency
of 0.5MHz as for the project 110kV single-circuit transmission line. See Table 11-2-2 and
Table 11-2-3 for specific forecast result.
Table 11-2-2 Theoretical calculation result of power frequency electric field intensity and magnetic
field intensity of 110kV single-circuit triangle arrangement line
Horizontal
projection
distance from
line center (m)
Crossing resident plot,
7m from Bottom conductor to ground
Crossing non-resident plot,
6m from Bottom conductor to ground
Electric field
aggregative quantity at
1.5m from ground
(kV/m)
Magnetic field
aggregative quantity at
1.5m from ground
(μT)
Electric field
aggregative quantity at
1.5m from ground
(kV/m)
Magnetic field
aggregative quantity at
1.5m from ground
(μT)
0 1.765 3.772 2.063 9.368
1 2.039 8.616 2.477 10.267
2 2.243 8.996 2.795 10.929
3 2.332 9.114 2.927 11.142
4 2.292 8.939 2.836 10.826
5 2.141 8.516 2.570 10.100
6 1.922 7.941 2.221 9.178
7 1.679 7.308 1.866 8.238
8 1.442 6.684 1.546 7.374
9 1.227 6.104 1.276 6.616
10 1.041 5.582 1.055 5.966
15 0.480 3.772 0.450 3.885
20 0.255 2.791 0.231 2.836
25 0.153 2.202 0.137 2.224
30 0.100 1.813 0.089 1.826
35 0.070 1.540 0.062 1.548
40 0.052 1.337 0.046 1.342
205
45 0.040 1.181 0.035 1.185
50 0.031 1.058 0.028 1.060
As shown in Table 11-2-2, at the line height of 6.0m from the ground (the minimum
design height crossing the non-resident plot by maximum sag) and 7.0m from the ground
(the minimum design height crossing the resident plot by maximum sag), maximum
values of theoretical calculation electric field intensity exist at ±3m from the line center,
2.927kV/m and 2.332kV/m respectively. After that, the electric field intensity rapidly
declines with the increase in line central distance; it declines to 0.231kV/m and
0.255kV/m respectively at 20m from line center, and declines to 0.028kV/m and
0.031kV/m respectively at 50m from line center, which is less than evaluation standard of
4kV/m and compliant with requirement of evaluation standard data of power frequency
electric field intensity of 4kV/m of Technical Regulations on Environmental Impact
Assessment of Electromagnetic Radiation Produced by 500 KV Ultrahigh Voltage
Transmission and Transfer Power Engineering (HJ/T24-1998). The maximum values of
theoretical calculation magnetic field intensity exist at ±3m from the line center,
11.142μT and 9.114μT respectively. The magnetic field intensity declines with the
increase in line center distance, the theoretical calculation data are less than evaluation
standard of 100μT.
Table 11-2-3 Value of radio interference level of 110 kV single-circuit line theoretical calculation
Horizontal
projection
distance from
line center(m)
6.0m 7.0m Horizontal
projection
distance from line
center(m)
6.0m 7.0m
Value of radio interference at 2m
from ground(0.5MHz) dB (μV/m)
Value of radio interference at 2m from
ground(0.5MHz) dB (μV/m)
0 33.16 30.45 24 12.10 11.51
1 34.73 31.57 26 10.84 10.27
2 35.83 32.30 28 9.69 9.13
4 35.66 32.19 30 8.61 8.07
6 32.82 30.20 32 7.61 7.08
8 29.27 27.42 34 6.68 6.15
10 25.99 24.62 36 5.79 5.28
12 23.14 22.06 38 4.98 4.46
14 20.68 19.78 40 4.18 3.68
16 18.55 17.75 45 2.39 1.90
18 16.66 15.95 50 0.79 0.31
20 14.98 14.32 55 - -
22 13.47 12.85 60 - -
23* 12.77 12.16 64 - -
Note: 23* is 20m from side conductor;
206
*Radio interference level in the table refers to the conditions at the frequency of 0.5MHz.
As shown in Table 11-2-3, radio interference values at minimum line height of 6.0m
and 7.0m from the ground as for the conductor projection of 20m with line bottom at
height of 2.0m from the ground of 110 kV single-circuit triangle arrangement overhead
line at frequency of 0.5MHz are 12.77dB (μV/m) and 12.16dB (μV/m) respectively,
which satisfy the limit requirement of 46dB (μV/m) for 110kV in fine days of Limits of
Radio Interference from AC High Voltage Overhead Power Transmission Lines
(GB15707-1995).
Calculated according to the theory, in case that newly built relocation and
modification project adopts single-circuit line erection, it is necessary to ensure at the line
height of 6.0m from the ground (the minimum design height crossing the non-resident
plot by maximum sag) and 7.0m from the ground (the minimum design height crossing
the resident plot by maximum sag), the line operating theory calculation can satisfy
evaluation standard of power frequency electric field intensity of 4000V/m and power
frequency magnetic field intensity of 0.1mT of Technical Regulations on Environmental
Impact Assessment of Electromagnetic Radiation Produced by 500 KV Ultrahigh Voltage
Transmission and Transfer Power Engineering (HJ/T24-1998) with the minimum height
satisfied. At the same time, the line operating theory calculation can satisfy the
requirement at 20m from the transmission line for voltage class of 110kV and radio
interference limit value≤46dB (μV/m) at the frequency of 0.5MHz in the fine days
regulated in Limits of Radio Interference from AC High Voltage Overhead Power
Transmission Lines (GB15707-1995).
2. Lines by comparison measurement
Carry out electromagnetic field environment impact forecast and evaluation of the
110kV overhead line of the project with the comparison object of 220kV Ferry
Substation-110V Yinkeng Substation 110kV line project of Yudu County.
(1) Monitoring section and point
Power frequency electric field and power frequency magnetic field: 110kV line
attenuation section takes ground projection point of the conductor center at maximum
slag as the measurement origin, and carries out monitoring of attenuation section along
the vertical line direction. The measurement takes the side conductor projection as the
207
starting point with the monitoring point spacing of 5m, and extends to 50m beyond the
side conductor ground projection.
Radio interference: Vertical 110kV line takes the side conductor projection as the
starting point with the monitoring point spacing of 2nm, and extends to 64m to carry out
multi-frequency measurement at 20m of measurement path.
(2) See Table 11-2-5 and Table 11-2-6 for monitoring results.
Table 11-2-5 Monitoring data of power frequency electric field and power frequency magnetic field
environment of 110k line of 220kV Ferry Substation-110V Yinkeng Substation
No.
Distance from monitoring point to starting
point (m)
47#-48#
power frequency
electric field intensity
(V/m)
power frequency magnetic
field intensity
(μT)
1 Projection from central conductor at 0m 687.5 1.215
2 Projection from central conductor at 5m 754.3 1.086
3 Projection from central conductor at 10m 565.6 0.812
4 Projection from central conductor at 15m 383.1 0.598
5 Projection from central conductor at 20m 169.4 0.336
6 Projection from central conductor at 25m 91.24 0.212
7 Projection from central conductor at 30m 69.39 0.152
8 Projection from central conductor at 35m 43.12 0.103
9 Projection from central conductor at 40m 36.14 0.087
10 Projection from central conductor at 45m 28.64 0.066
11 Projection from central conductor at 50m 25.73 0.059
It can be seen from Table 11-1-5 that power frequency electric field intensity
measured at the height of 1.5m from the ground near the comparison 110kV line project
is 25.73-687.5V/m and magnetic field intensity is 0.059-1.215μT, which are less than the
limit requirement of 4kV/m and 0.1mT in Technical Regulations on Environmental
Impact Assessment of Electromagnetic Radiation Produced by 500 KV Ultrahigh Voltage
Transmission and Transfer Power Engineering (HJ/T24-1998).
Table 11-2-6 Monitoring data of 110kV line project radio interference of 220kV Ferry
Substation-110V Yinkeng Substation
Monitorin
g point
Distance from monitoring point to starting
point
Frequency
(MHz) Quasipeak dB (μV/m)
220kV
Ferry
Substation
-110V
Yinkeng
Substation
110kV
line
Projection from central conductor at 0m 0.5 40.46
Projection from central conductor at 1m 0.5 40.17
Projection from central conductor at 2m 0.5 39.24
Projection from central conductor at 4m 0.5 40.89
Projection from central conductor at 8m 0.5 38.62
Projection from central conductor at 16m 0.5 37.48
Projection from central conductor at 20m 0.15 45.36
0.25 41.21
208
0.5 37.17
1.0 40.68
1.5 71.23
3.0 40.83
6.0 43.87
10 46.31
15 44.51
30 38.69
Projection from central conductor at 32m 0.5 36.41
Projection from central conductor at 64m 0.5 36.13
It can be seen from Table 11-2-6 that the radio interference at frequency of 0.5MHz
of the comparison 110kV line project is 36.13-40.89dB (μV/m), which satisfies the limit
requirement of 46dB (μV/m) of 110kV in fine day conditions of Limits of Radio
Interference from AC High Voltage Overhead Power Transmission Lines
(GB15707-1995).
It is known through theoretical calculation and comparison, when the conductor is
LGJ-240/30 model steel-cored aluminum strand frame to mainly erect the tower type of
No. 1B-ZM11 (single-circuit), under the premise that the erection height of conductor
satisfies the regulations of Technical Code for Designing 110-500kV Overhead
Transmission Line (at height of 6.0m from the ground for the conductor (the minimum
design height crossing the non-resident plot by maximum sag) and at height of 7.0m from
the ground for the conductor (the minimum design height crossing the resident plot by
maximum sag)), the influence of power frequency electric field intensity, power
frequency magnetic field intensity and radio interference generated during operation in
110kV single-circuit line formed after the project line is established and put into
operation on electromagnetic radiation of the environment are less than standard limits of
power frequency electric magnetism of 4kV/m and power frequency magnetic field of
0.1mT regulated in Technical Regulations on Environmental Impact Assessment of
Electromagnetic Radiation Produced by 500 KV Ultrahigh Voltage Transmission and
Transfer Power Engineering (HJ/T24-1998) and national standard value of radio
interference of 46dB (V/m) at the frequency of 0.5MHz in fine day conditions regulated
in Limits of Radio Interference from AC High Voltage Overhead Power Transmission
Lines (GB15707-1995).
According to path design diagram of the line and the field inspection of project
209
surroundings, the villages nearest the sensitive points surrounding the line are Gaojiashan
and Gaojiashan Village. It can be known through monitoring data of theoretical
calculation and comparison that power frequency electric field intensity and power
frequency magnetic field intensity generated during operation of the line rapidly decline
with the increase in horizontal distance from side conductor, and the maximum values of
power frequency electric field intensity and power frequency magnetic field intensity
monitored of comparison project at 10m from side conductor are respectively
0.5656kV/m and 0.812 (μT). It can be known that the influence on electromagnetic
radiation of sensitive points along the line after the transmission and transformation
project is established and put into operation are less than standard limit of power
frequency electric magnetism of 4kV/m and power frequency magnetic field of 0.1mT
regulated in Technical Regulations on Environmental Impact Assessment of
Electromagnetic Radiation Produced by 500 KV Ultrahigh Voltage Transmission and
Transfer Power Engineering (HJ/T24-1998).
4.8.3 Impact evaluation of electromagnetic radiation of 10kV line newly built project of
Maojialing Substation to Airport
The power frequency electromagnetic field and radio interference generated by
10kV low-voltage line of the project are relatively small, which are exempted from
impact evaluation of electromagnetic radiation environment. The electromagnetic
environment surrounding the line is equivalent to the background value of the region,
which shall not have great impact on the surrounding electromagnetic environment and
sensitive points.
4.8.4 10kV line newly built project of Zaotou Substation to Airport
The power frequency electromagnetic field and radio interference generated by
10kV low-voltage line of the project are relatively small, which are exempted from
impact evaluation of electromagnetic radiation environment. The electromagnetic
environment surrounding the line is equivalent to the background value of the region,
which shall not have great impact on the surrounding electromagnetic environment and
sensitive points.
4.9 Occupational Health and Safety
4.9.1 Analysis of impact of airplane noise on working personnel
210
Aircraft noise source intensity is larger, research shows that long-term exposure to
noise, sound environment, will not only cause hearing impairment, leading to
noise-induced hearing loss, but also to the human nervous system, cardiovascular system,
digestive system and metabolism influence.
Noise control measures include the the control sound source, acoustic transmission
control, and proecttion of the receptors. Due to special nature of the aircraft noise, aircraft
noise source intensity cannot be effectively weakened. Therefore, control of the aircraft
noise should be considered in the two aspects: control of the noise transmission and
protection of staff. Methods are as follows:
(1) Airport building sound insulation and the use of hearing protectors
Due to the insulation effect of the buildings, the staff working in-door will not be
affected seriously by the aircraft noise. In addition the noise insulation criteria have been
taken into account in the design of the buildings, the insulation effect of the buildings is
effective. However for the staff working out-door, particularly in the aircraft movement
area need to be proteced from noise impact where they are prone to direct noise impact.
(2) To control exposure time
Reducing the continuous exposure time of staff to the noise can effectively protect the
receptors. Shift and job management methods can be used to reduce the exposure time to
the airport noise.
(3) Periodic noise assessment and hearing protection program
The airport shall organize professional personnel on a regular basis to monitor the
noise in different areas of the airport. The monitoring results will be used to help adjust
the working plan for the staff in these areas. In addition, the airport management also
should make the hearing protection program, for example, through training to improve
staff hearing protection awareness; staff on a regular basis to hearing assessment, in order
to timely understand the situation where the employees are affected by noise.
4.9.2 Health and safety of fuel management personnel
The process of storage, treansporation and filling of the oil in the aviation fuel
storage area and oil tanker has greater safety risk, related to the management, operating
personnel life safety threat, in addition, the fuel is corrosive, volatile, and contains a
variety of toxic and harmful chemical composition. If not handled properly, the airport
211
staff health will be adversely affected. Therefore, should strengthen oil disposal,
management safety management.
According to the civil airport aviation fuel supply safety operation regulations, and
the actual conditions of Shangrao Sanqingshan Airport projects, the airport oil disposal
management should cover the following aspects:
(1) Establishment of safety management, its primary responsibility for the
implementation of national production safety laws, regulations, rules and standards;
production safety inspection work; to evaluate the safety of operation conditions,
eliminates the safety hidden trouble of safety accident investigation;
(2) Establish the safe supply of jet fuel management system;
(3) On the staff began a safety management system of training and examination;
(4) According to the safe operation of the actual situation, organize the assessment of
safe supply of jet fuel management system conformity, timeliness, and timely adjust and
improve;
(5) Engage with the safe supply of jet fuel to run the relevant employees shall be
certified;
(6) Organize periodic safety inspections, the inspection found problems should be
corrected, and the formation of safety inspection records.
(7) Develop fuel management and disposal of emergency and rescue system.
4.9.3 Health and safety of dangerous waste disposal personnel
Airport depot area dirty oil and hazardous waste, the waste oil shall be reasonable
collection and temporary storage, to avoid the human toxic and adverse effects.
(1) for hazardous waste disposal personnel to carry out strict safe operation training,
to fully understand the nature of hazardous waste and ensure the safety of human body
health method;
(2) Right choice, qualified waste oil collection, storage equipment, and regularly
check;
(3) Disposed of personnel in operation should wear protective clothing and masks,
avoid hazardous waste direct contact with the skin, eyes, and respiratory system.
(4) If the field use, processing, storage of corrosive, oxidation, reactive chemicals at
any time, must meet the requirements of the emergency personnel. In the workplace
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should be set easily using a first aid station; if specific workstation suggested first-aid
measures is immediately rinse with water, should be in the workstation located near the
eyewash station and/or emergency shower equipment.
4.9.4 Other physical hazards
According to the specific responsibilities, work at the airport ground service
personnel may be influenced by a variety of different physical (physical) damage. The
main occupation hazards may include the following causes fatigue phenomenon: carrying
heavy loads; baggage and cargo handling repetitive activity/aircraft service operation;
and moving ground service vehicle cargo or taxiing aircraft collision; and severe weather
hazards.
In order to avoid the airport staff were subjected to physical harm, should take the
following measures:
(1) In order to facilitate ground support vehicles operation, operators in passenger
ladder, taxiway and other ground vehicles and aircraft collision where provide safety
signs and the channel logo. Provisions of the safe zone to high risk locations were
considered, such as a jet engine exhaust area, so as to provide protection for aircraft
service personnel;
(2) The operator to all in the airport's staff training and issuance of certification .
Related to the aircraft support equipment operating staff to be familiar with the passenger
and taxiway traffic safety procedures, including the control tower and air contact;
(3) To keep the ground support vehicle safety features, including backup alarm,
moving parts and protection, emergency brake switch;
(4) Engage all the baggage and cargo handling staff, whether it is formal employee
or temporary employees, will receive appropriate handling, bending and turning skills
training, in order to avoid back injury or stress. Special attention should be paid to the
cargo hold of the aircraft handling, where the height is usually not suitable for staff
standing (requires special handling or push-pull skills), and may have stumbled and
slipping hazards to personnel with appropriate personal protective equipment (PPE), such
as into the cargo hold work wear knee pads;
(5) Operator should coordinate with airlines, on the implementation of personal
baggage weight limit of the necessity of carrying out the assessment, according to the
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local laws and regulations on personal baggage weight limit, if there are no relevant local
regulations, while allowing individuals carrying baggage weight limit of 32000 grams (70
pounds);
(6) To pass the shift and prescribed rest time to reduce the staff engaged in carrying
heavy loads of work frequency and duration;
(7) The operator must consider the use of mechanized cargo and baggage handling
work, such as the use of leads to the cargo delivery device;
(8) Operators provide staff to prevent excessive cold or heat training, including the
early symptoms and management skills (such as hydration, rest). For the staff to provide
the necessary clothing, to prevent the emergence and weather related to stress, and the
use of relevant work environment temperature.
4.10 Social Impact Analysis
4.10.1 Land requisition social impact analysis and measures
4.10.1.1 Introduction of land requisition
As the Feasibility Study Report puts forward, this project plans to occupy 2242 mu.
The land type: forest of 1572.2 mu, paddy fields of 268 mu, dry land of 91 mu, field of
17.1 mu, surface of 90.5 mu, land for construction of 43.4 mu, unused land of 77.8 mu,
other of 73 mu. This period 14 families relocated residents, the housing area of 6470m2,
area of two 110kV high voltage lines (dismantled approximately 10 kilometers, new
12km) and one 10kV line (1.2km) require change the line.
According to the land occupation and cost estimate for Shangrao Airport , and the
information provided by Shangrao county Resettlement and Compensation Office,
Shangrao City forest inventory and Planning Institute and local power supply department,
the land compensation fees is 39970000 yuan, house demolition and resettlement
compensation fees is 4234480 yuan, forest and vegetation restoration costs is 7519320
yuan, relocation of power lines is 33582200 yuan, relocation, resettlement compensation
total is about 85306000 yuan.
On March 26, 2012, Shangrao City Land Resources Bureau issued an official
document titled Initial Comments on the Land Occupation for Shangrao Sanqingshan
Airport (2012) 48, which explicitly indicates that the land occupation of this project fits
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into with Shangrao City district land uses master plan and Shangrao county land use
master plan. Compensation for the land occupied by the project will be provided by
Poyang County.
On May 29, 2012, Jiangxi Provincial Land Resources Bureau issued the official
document (2012) No. 668 titled the Preliminary Comments on the Land Occupation for
Shangrao Sanqingshan Airport. It approved in principle to the land occupation of the
project. At present, the preliminary review report for the land occupation of the project
has beensubmitted to the Ministry of Land Resources for approval.
4.10.1.2 Social impact analysis of land requisition
Land requisition for the project on the social and economic impact is mainly
reflected:
(1) the airport construction will occupy land for agricultural production, which
brings some adverse effects;
(2) the change in local residents of production and living conditions, if improper
resettlment, will lead to the relocated residents to poverty, arouse social contradiction;
(3) an increase of regional social pressure, including population, employment and
natural resources;
(4) the land resources decrease, infrastructure and public service pressure is
increased, the distribution of public resources.
4.10.1.3 Improvement measures for social impact of land requisition
Measures for improvement of land requisition for the project on the social and
economic effects are mainly:
(1) Preparation of a resettlement action plan and social assessment, a full public
participation and consultation, so its participation in the project design, safeguard their
interests reflected.
(2) Reasonable compensation for affected people, especially females of the affected
households, and five guarantees households and other vulnerable groups in the housing
reconstruction process. Combining with the local government’s technical training
program to provide the skills and technical training to the affected people.; give priority
to affected people; the planting industry production development project planning,
combine local characteristic formation farmer professional cooperatives, on the market
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for a reasonable allocation of resources, the local government should in agricultural
production for the affected farmers to provide guidance.
(3) Establish a good mechanism of complaint complain, resettlement compensation,
resettlement problems resolved in a timely manner.
(4) Land resources, to fully inform the original residents, and to seek their views,
and in accordance with the Jiangxi Province in the new unified annual output value of
standard land and an area piece integrated price policy, immigration investment
reasonable compensation.
(5) Public resources, focus on placement point to carry out the three links one ping,
avoid or reduce resettlement area water circuit and other infrastructure and community
facilities is insufficient, and the government needs to guide rational resettlement area
village collective rational allocation of the total assets of the original residents, promoting
immigration and integration.
4.10.2 Indirect and accumulative social impact analysis
4.10.2.1 Indirect social impact analysis
(1) Promoting economic growth
The airport has become a national and regional economic growth engine. The airport
as an air transport nodes, played a major role in transporting passengers, but with the
airport expansion, freight and passenger volume growth and expansion of the airport
route network, began on a peripheral region of the economic structure, industry structure.
The airport to invest at least two aspects of the impact of regional economy:
(1) The airport infrastructure investment will bring economic income and
employment increase.
According to statistics, the overall impact on European airport GDP roughly in
between 1.4%-2.5%; European airport every 1000000 passengers (work unit) can provide
1000 direct jobs, 2000 regional position, 2950 national position. In 2011, February China
audit published 10 provinces and cities of the airport construction audit findings display,
airport construction to a certain extent, driving the local regional economic development,
improve the local investment environment. By the end of 2009, the total investment of
3745000000 yuan of special funds for subsidies 25 airport construction, 23743000000
yuan investment in total, pull move local investment 5898000000 yuan, create obtain
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employment post 59061, effectively promoted the regional economy the steady and rapid
development. At the same time, the airport construction to improve the local investment
environment, promote tourism and other related industries have played an important role.
(2) air transport can change the local area and other areas of economic ties between
the airport project positioning for the domestic branch line airport, smaller scale space,
airport and rely on a city region economy growth, can be summarized into 3 stages,
namely, attract, overflow stage and mature stage.
In the attraction, as the business of the airport has not yet reached a certain size, the
airport 's meal, repair, cargo and other activities are performed at the airport, the business
has not yet overflowing, so the airport to city region economy, especially in areas around
the airport to drive less.
In the overflow period, airport passenger and freight business volume has reached a
certain scale. Airport expansion means that a large number of people, goods and
information flow in this together, airport operation and scale economy feature, part of the
business development of the external, together with airport external fast channel and
urban rail traffic construction, expanding the scope of the airport economic zone, drive
circumjacent region economy growth, and for the local provide more jobs.
In the mature period, the airport became the hub portal, route network and airport
industry development of diversified services, attract more people and logistics gathers
together here at airport economic zone to become city space on a growth pole, and the
development of city economy and further promote the airport economy.
(2) Tourism drive role
The construction and operation of airport will form the more rapid and
high-efficiency traffic transportation conditions to directly drive the development of local
tourism.
1. Promote social exchanges and cultural exchanges
Tourism is social interaction and cultural exchanges between tourists, between
tourists and local residents, which will not only help deepen mutual affections but also
play an active role in establishment and development of diplomatic relations as well as
maintenance of world peace.
2. Impact on local residents. Local residents are carriers of tourist destination, which
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play the roles of successor, protector and disseminator for local culture. Tourists intervene
into the tourist reception society in the form of its own ideology and lifestyle to cause
change in mind of destination residents, thus to cause various types of effects. For
example, speech, clothing, consumption patterns of tourists will have direct impact on
local residents to form demonstrative effect and caused change in social and psychology
of local residents.
3. Impact on local social structure
Tourism creates jobs for local women to change their original economic status and
social status, and enhance their family economic status. The development of tourism will
not only help the community retain the people to migrate, but also attract those foreign
people seeking work and development opportunity, which in some extent accelerates the
urbanization progress of tourist destinations in the remote areas.
(4) Impact on folk customs
The development of tourism can promote local modern goods economy
consciousness, strengthen national self-confidence, accelerated the local national culture
dissemination and internationalization process. If management is poor, it may also cause
the assimilation and vulgarity of folk customs; therefore, it is required to standardize the
countermeasures for development of folk custom tourism, prohibition of local residents to
use vulgar and superstitious customs as well as the fake products to attract customers.
(3) Impact analysis of traffic
Part villages of Zunqiao and Zaotou mainly depend on these two county roads to get
to Shangtao city, which connects with Yeting Avenue of the city. In addition, Zaozhou
road from east to west crosses through the north side of airport construction area. As the
cross road of Zunqiao, Zaozhou road passes through the township, causing great safety
danger to town, thus to influence the traffic capacity of the road.
The roads around airport include two country roads from south to north to cross the
airport construction area. First bridge and the soap head part of the village mainly
depends on the two rural road leading to the Shangrao City District, and downtown Ting
Road connected. In addition, there are things to the soap week Road, from the airport
construction area on the south side of the pass, soap as the first week highway bridge
crossing the road, from the town of town through, causing great hidden trouble of safety,
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is not conducive to the highway traffic capacity.
The land occupied during airport construction period will mainly block the two
county roads from north and south, not causing interruption impact on the Zaozhou road.
Combined with the local development and actual situation, Shangrao City government is
proposed to carry out reconstruction of the county road; at the same time, in order to
reduce the traffic safety danger of Zaozhou Road that passes through the township, the
government planned to carry out route alteration of Zunqiao Township section of
Zaozhou Road to keep away from the town, which passes outside the township.
The road condition of local township is poor with weak traffic capacity.
Combination of the reconstruction can improve local traffic conditions and improve the
traffic capacity. During road construction period, it will cause short-term inconvenience
for the residents along the line. But after completion, the effect will be then eliminated at
once. During the construction, building and construction unit should not occupy the
existing lane. It is required to implement unilateral release and construct the other side of
the road after completion of one side of road. In addition, it is necessary to strengthen the
construction and traffic organization of the construction section to prohibit the road
interruption operation.
After operation of airport, in the target year (2020), the estimated passenger
throughput will reach 500000 person-time, while the passengers received by Shangrao
City in 2010 reached 19868000 person-time. The passengers delivered by the airport only
occupy 2.5% of tourists of the whole city. Therefore, the arrival of tourists will not
generate large congestion and impact on local traffic infrastructure conditions.
(4) Impact of tourism and public service facilities
Shangrao City 2010 tourism reception total reached 19868000 person-time. The city
now has 40 tourism star hotel, among which 7 hotels are of 4-star and 24 hotels are of
3-star; there are 123 travel agencies. After operation, the tourists brought by the airport
operation will occupy the local tourism and public service facilities, thus to increase the
traffic as well as wastewater and waste volume.
Since the tourists in airport transportation occupy small proportion of local tourists,
and Shangrao City government planned to increase the start hotels to 100 during the
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Twelfth Five-Year Plan period (2010-2015), among which including 5 5-star hotels, 20
4-star hotels and 40 3-star hotels. Each county (city, district) has at least one 4-star
tourism hotel, and the key scenic spots such as Sanqingshan, Wuyuan, Poyang Lake
should have one 5-star tourism hotel. Therefore, the tourists brought by the airport will
not cause large impact on the capacity of local tourist reception. In addition, tourists are
mainly distributed in the scenic spots as well as the hotels or the cities; these regional
sewerage and waste collection facilities are relatively perfect. Therefore, waste water and
wastes generated can be properly collected. But since the tourists are from different
places, different class and different personal accomplishment, few visitors may dispose
waste to cause impact on local environmental health. Therefore, the local government
requires further improvement of environmental protection facilities of scenic spots,
perfection of management system, and intensification of the management to maintain
good local city and scenic environment.
(5) Social security impact
Tourism activities involve tourists, local residents and tour operators, which will
often produce the material benefits, social benefits and other aspects of the relationship. if
not well coordinated, it can lead to social tensions, relations deterioration, resulting in
business disputes to affect the social security. The traditional dance show obvious sexual
teasing and feudal society of the funeral ceremony, the feudal emperors, feudal warlords
and other clothing and weapons become photographic props for the economic interest;
some people even engaged in prostitution, drug use, speculation and other illegal
activities. Therefore, although the operation of airport will promote tourism economy, it
may cause negative social influence if supervision is neglected.
4.10.2.2 Cumulative social impact analysis
Cumulative impact mainly refers to the separate development of the environment,
which may not have an important impact on the development of a number of planning or
development of integrated together to produce major effect; or several separate effects of
superimposed together to form a combined effect. With the airport construction and
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operation, Shangrao City also plans to transform to city hub gradually. At present, the
government of Shangrao City has not published the airport planning aiming at airport
area. But After operation of the airport, with expansion of the airport, large increase in
freight and passenger volume and expansion of the route network, the airport will
gradually have impact on the land use pattern of the surrounding region. In addition, with
effect agglomeration, diffusion effect mechanism enhancement, the region economy
structure and industry structure change, thus to evolve into an empty economy highly
centralized area. The region surrounding the airport may be gradually set up with modern
logistics and distribution warehousing, leisure vacation or travel.
Cumulative impact of airport construction and operation mainly includes:
(1) Cumulative impact of social relations
Airport construction, local communities and residents have formed a relatively
stable social relationship network; along with the construction of airports, covering
resulted in partial community residents relocation, while covering barrier the original two
township road connection. Residents relocation of the original social relationships can
form spatial effects, the original relatives, neighbors may separation or far apart, forming
the new neighbors, thereby causing the relations on the fusion or alienation. Rural road
barrier will also affect the original social contact. With the surrounding the airport
economic zone is formed, the new logistics park entry, will increase the new industrial
area, leading to resident relocation, local intrinsic social relationships or connections
further affected.
(2) Cumulative impact of environment
The airport area situation belongs to rural areas, according to the current situation of
environmental quality monitoring, the local sound environment, the better air water
environment, the better the quality. The airport operation, on the local impact is the
biggest is sound environment. according to the forecast, target year (2020) the airport
aircraft taking off and landing vehicles to 4800 sorties, average daily flights to 13.2
sorties, main models B737, A319, A320, aircraft taking off and landing on the channel
below the residents will have temporary noise interference, such as Shanghuangwu,
Xiawutang, Xujia village water tower, but were not more than our aircraft noise control
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standards.
With the expansion of the scale of the airport, as well as surrounding the airport
airport economic area gradually formed around the airport, stream of people, logistics
will gradually strengthen; the road traffic flow will also increase. Surrounding the airport
community by aircraft noise at the same time, also by vehicle traffic noise impact.
Therefore, in order to reduce the noise around airport by accumulation of residents effect
of Shangrao City, the government should further strengthen the planning control, pay
attention to the following aspects: (1) according to the EIA proposed measures of noise
control, implement the surrounding noise within the scope of the residents of housing
insulation measures. (2) do the airport runway ends, the channel below the land use
planning control, avoid noise sensitive target into control range (3) in the follow-up of the
airport economic zone planning, according to the reasonable function layout, avoid noise
sensitive function area planning in the channel bottom, at the same time, maintain a
residence district, district administration office and Industrial Park, the main road
distance.
4.10.3 Impact analysis of land use limit
According to noise impact range of Shangrao Airport, EIA puts forward that the
airport in 2040 the weighted equivalent continuous perceived noise level (LWECPN)
70dB contour range (i.e., runway ends at 3km, 500m on both sides of the range) to
determine the limit value of construction area in this region, identified the main purpose
is to avoid future, along with Shangrao Airport air volume of business increasing, noise
impact forces expanded condition, in the airport noise within the affected groups,
increase further, in this region, in 2020 more than the standard residents take sound
insulation of building measures, for the other part, limit building residents, schools,
hospitals and other special need quiet land units.
The area of major land use types for rural residential land and farmland, limitations
in this area construction noise sensitive protection goal, may involve the effects of partial
dweller life needs, some students to go to school and village medical needs, but because
this district future noise, sound environment influence the normal life of residents effect
more seriously, consider the limit construction positive benefits and negative benefit
residents in this area of life, set land use limit area of social influence is limited; at the
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same time, according to the domestic departments in charge of environmental protection
requirements, the Shangrao City Planning Bureau should be based on the noise influence
range to determine the future land use planning, co-ordination to address the future noise
around the airport effects of land use, therefore, the restricted area social effects can be
accepted.
4.10.4 Analysis and measures for cultural resource impact
In March 2012, by the Jiangxi Provincial Department of culture and SSACO
specially commissioned, Jiangxi Provincial Institute of cultural relics and Archaeology
professional organizations for the Shangrao Sanqingshan Airport construction door
church sites within the area of heritage resources of field survey, at or above the county
level cultural relics protection unit for the investigation, the results confirm, in the project
impact range does not involve above the county level (including the units of cultural
relics protection.
The survey also found in resettlement, land was within the scope of forest, scattered
over the years surrounding villagers buried all kinds of 137 graves. Wherein, belonging
to the water tower village 81, first bridge village 13, village of Zhouwu 10 seats and 33
seats. The week village monetary compensation method on the grave, involving
migration of farmers in the 800 yuan/grave compensation, farmers own grave migration
resettlement, according to the unit and the relocation of residents to the grave
consultation, residents were not monetary compensation Qianfen way of objection,
Shangrao Airport construction on material culture resources of less influence.
According to the Law of the Peoples Republic of China on Protection of Cultural
Relics (October 28, 2002) thirty-second in construction or agricultural production, any
unit or individual to discover relics, shall protect the spot, immediately report to the local
cultural relics administrative departments, the departments of cultural relics
administration after the receipt of the report, such as the absence of exceptional
circumstances, should be in the within twenty-four hours to the scene, and in seven days
with deal with the views put forward. The departments of cultural relics administration
can be submitted to the local people’s government to inform the public security organs to
help protect the scene; discovery of important cultural relics shall be immediately
reported to the State Council, the Department of cultural relics administration under the
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State Council, the Department of cultural relics administration shall be made within
fifteen days after receiving the report in accordance with the preceding paragraph that
opinion. Cultural relics belonging to the state, any unit or individual shall encroach upon,
privately divide, hiding. and Jiangxi Provincial Cultural Relics Protection Ordinance
(September 22, 2006) twenty-sixth in construction or in agricultural production, any unit
or individual shall protect the spot, found artifacts, and promptly report to the local
administrative department of cultural relics under the department of cultural relics
administration. After receiving the report, should be rushed to the scene within 24 hours,
and in 7 working days to deal with the views put forward. The departments of cultural
relics administration can be submitted to the local people’s Government notify the public
security organ to help protect the scene. The code of practice on environmental protection
during construction of chance find puts forward as follows to management requirements:
If the artifacts found during construction, should immediately stop construction,
protect the scene, without treatment, and immediately reported to the local cultural relics
administrative departments.
On the cultural relics administrative departments offer handling opinions, the
construction unit according to the cultural relics department issued by the processing
opinion to develop cultural construction method, and obtain the approval of the
departments of cultural relics archaeological excavation construction, in the end, no unit
or individual shall be free of archaeological excavation area to continue the construction
or production activities.
No unit or individual is allowed to encroach upon, privately divide, caches found
artifacts.
See the figure below for artifacts found process during construction period:
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Treatment Process Diagram of Discovered Cultural Relics during Construction
4.11 Construction camp impact and management measures
4.11.1 Code of Behavior
A major concern during a construction of a project is the potentially negative
National
No
Yes
Protect the scene (may request the
public security organs for help)
Provincial
Project Office County Bureau of cultural
relics
County Project
Office
Suspected cultural relics are found during
construction
Cultural relics
identification
Cultural relics
Cultural relics level identification
of provincial cultural relic
administrative departments
Cultural
relics grade
State
Administration
of cultural
heritage
Stop construction,
protect scene
County/City/Provinci
al Cultural Relics
Bureau
County/Cit
y/Province
Cultural
relics
nature Immovable
cultural relics Movable cultural
relics
Carry out
demonstration for
whether to select
another place for
construction
Professional
Excavation
Protection Put forward
construction and
protection
requirements
County Project
Office
Provincial
Project Office County (city) Project
Office
Contractor recovers
construction after
approval of bureau of
cultural relics
Put forward opinions in
three days
Put forward opinions in
fifteen days
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impacts of the workforce interactions with the local communities. For that reason, a Code
of Conduct shall be established to outline the importance of appropriate behavior, drug
and alcohol abuse, and compliance with relevant laws and regulations. Each employee
shall be informed of The Code of Conduct and bound by it while in the employment of
the Client or its Contractors. The Code of Conduct shall be available to local
communities at the project information centers or other place easily accessible to the
communities. The Code of Conduct shall address the following measures (but not limited
to them):
_ All workers and subcontractors shall abide by the laws and regulations of Vietnam.
_ Illegal substances, weapons and firearms shall be prohibited.
_ Pornographic material and gambling shall be prohibited.
_ Fighting (physical or verbal) shall be prohibited.
_ Workers shall not be allowed to hunt, fish or trade in wild animals.
_ No consumption of bush meat shall be allowed in camp.
_ No pets shall be allowed in camp.
_ Creating nuisances and disturbances in or near communities shall be prohibited.
_ Disrespecting local customs and traditions shall be prohibited.
_ Smoking shall be prohibited in the workplace.
_ Maintenance of appropriate standards of dress and personal hygiene shall be in
effect.
_ Maintenance of appropriate hygiene standards in accommodation quarters shall be
set in place.
_ Residing camp workforce visiting the local communities shall behave in a manner
consistent with the Code of Conduct; and
_ Failure to comply with the Code of Conduct, or the rules, regulations, and
procedures implemented at the construction camp will result in disciplinary actions.
4.11.2 Impact of waste water of construction camp and its mitigation measures
Construction camp wastewater has two kinds, one is the construction of persons
living in sewage, the main pollution factors of BOD5, COD, NH3-N, fecal coliforms
count; another is the site of surface rainfall runoff water, after a wastewater mainly
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contains a small amount of sediment, environment without adverse effects.
Construction camp wastewater is mainly affected by life on surface water
environment sewage disorderly discharge of polluting effect. Especially for
environmental capacity, limited impact will be relatively large.
The construction cmaps will be located within the airport site, which produces
sewage to sedimentation tank for collecting and treatment, effluent can be used in
construction site dust sprinkler suppression, on water environment basic ignorance of
developing sound.
4.11.3 Impact of life refuse of construction site and its mitigation measures
Construction site to produce a small amount of domestic garbage, peak of
construction site construction personnel is generally 1000 people, living garbage
generated by the 0.5kg/•d, then the garbage output is 500kg/d.
Construction site has set trash, and in the season of spring and summer lime spray or
buying drugs disinfection, domestic waste bagging collection, by the local sanitation
departments to collect send each district living garbage disposal field of harmless
disposal, construction personnel and the surrounding environment to protect the health of
life, can effectively control the construction personnel and the surrounding environment
for municipal soldi waste induced the incidence of infectious disease.
By adopting the measures for prevention and control of pollution, construction
garbage’s impact on the environment can be reduced to the minimum, the environment
can be accepted.
4.11.4 Impact of food and drink sanitary at construction site and mitigation measures
Construction site centralized supply of drinking water by the person responsible for
the management, water containers must be cleaned every day, disinfection, the use must
be stamped, and must not be placed in the prone to dust, waste gas or wastewater local
impact.
Strengthen the construction of staff diet and drinking water safety and health
education, must wash hands before meals, prevention of disease enters by the mouth.
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4.11.5 Disease control of construction site
Construction site setting select or part-time sanitation workers in construction sites,
reasonable arrangement of trash, garbage box should be timely cleaning and disinfection
(sprinkled the lime powder spraying disinfectant, etc.), forbidden occurrence garbage
overflow phenomenon, at any corner should not be stacked rubbish.
Construction site centralized supply of drinking water by the person responsible for
the management, water containers must be cleaned every day, disinfection, the use must
be stamped, and must not be placed in the prone to dust, waste gas or wastewater local
impact.
For the construction personnel as the main service targets small businesses and
places of entertainment, are to be obtained from the local administration of industry and
Commerce Department approval, for the prevention and control of infectious diseases.
The Contractor shall have a variety of emergency medicine, and strictly control the
purchase channels, regularly check the inventory situation, in order to prevent counterfeit
and expired drug use.
4.12 Impact analysis and measures of rural road reconstruction
4.12.1 Impact analysis
Proposed Sanqingshan airport is located in Houmentang in south of Shangrao,
seated at the junction of four townships of Mao Jialing, Zaotou, Zunqiao, Chating, now
the roads around the airport are: the transmeridional Zaozhou highway, two township
roads from north to south. Parts of villages of Zunqiao and Zaotou mainly depend on the
two township roads to Shangrao, which is connected with Ye Ting Avenue in the urban
area, while Shangyu highway to the urban area in Zaotou town is far away from villages
around the airport, so it is not convenient for the villagers to go out. Due to the
construction of Sanqingshan airport, the roads to the urban area in parts of villages in
Zaotou and Zunqiao towns are blocked.
4.12.2 Measures proposed
The rural road restoration project provides the solutions for the villagers to go out,
which involves such villages as: Wan Li, Shi Gu, Mao Wan, Wan Di, Zhou Shi, Luo
Shiwan, Fang Cun, Da Shanpai, Peng Jiashan, Zun Gongqiao, Wu Jiatang, Xia Wutang,
Shang Huangwu, Huangwu Luojia, Gao Shanqiao, Shang Wan, Zhou Wucun and
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Zunqiao Jizhen.
Combined with the main roads construction of the airport, reroute construction of
320 national highway, as well as the development strategy plan of Sanjiang Xinchen,
consider it in the long run and combine with the future and current to connect the two
township roads that are recovery reconstruction this time with the urban area to make it
convenient for people to travel. The following is the analysis and comparison of two
plans of the route selection.
1. The comparison of route selection plan of the planning I in the east side of
Sanqing airport:
According to Sanjiang Xincheng development strategy plan, extends Ye Ting
Avenue all the way to connect with Zaozhou highway, the extension of the avenue not
only has solved the recovery construction of the original road, simultaneously has also
connected with the urban area of Shangrao to avoid the redundant construction after the
urban development, also this path runs according to the mountain and it is convenient to
be constructed.
According to the field survey and the opinions of Zaotou township government and
the local village commission, there are two plans for the connection of the road and
Zaozhou highway: (1) The west route plan is the suggested plan by the local government
and the village committee, considering that the villagers travel with less distance, it is
suggested that the connection should be in the west of Zhou Shi village, however, this
route style does not favor the future road expansion and improvement of the traveling
capability, also does not favor the expansion of the airport; (2) The east route plan is
recommended by the program, it not only has a smoother route style, but also avoids
redundant construction of the long-term development, also leaves room for the expansion
of the airport. Taking the time sequence of road construction into consideration, in the
near future, villagers can travel by the connection of this road and 320 national highway,
and then transfer to the airport road to the urban area.
2. The comparison of route selection plan of the planning II in the west side of the
airport:
Route selection is studied with the combination of the 320 national highway and
the main roads of airport. This road section connects Zaozhou highway with the 320
229
national highway, villagers can travel by by the connection of this road and 320 national
highway, and then transfer to the airport road to the urban area. According to the field
survey and the opinions of Zunqiao town government and the local village committee,
there are 3 plans of route selection. (1) The east route plan, considering the near access to
travel for the villagers, Zunqiao township governments and the local village committee
take the chance of reconstructing the road, extend Jizhen road to the north, so they
suggest connecting from Jizhen main road. However, the connection will without doubt
introduce vehicles into Jizhen, and increase the traffic pressure and bring traffic safety
hazard, and limit the development of Jizhen. (2) The middle route plan, the plan will be
connected at the brickyard in Gao Shanqiao, it has a smooth route style and avoids the
traffic impacts on Jizhen, leaves room for the development of Jizhen, Zunqiao, therefore,
this plan is recommended in this program. (3) The west route plan, it is connected from a
col farmland in the west side of Gao Shanqiao, considering that it is vertical to Zaozhou
highway, and there is a subgrade of tractor road, so the plan is for reference, however, the
connection is far away from Jizhen, Zunqiao according to the plan and occupies too much
farmland.
Combinind with the analysis and comparison of above plans, recommend the east
plan of Planning I (Zunqiao route, 3.1 km, 6 +2 * 0.5) and the midline route plan of
Planning II as preferred plans (Zhou Shi route, east of Zhou Shi village committee,
Zaozhou Highway - Planning 320 national highway, 2.9 km, 6 + 2 * 0.5). At the same
time, the plan suggests re-routing Jizhen section in Zuan Qiao of Zaozhou highway, to
deviate from Jizhen, passing from the north side of it, and relieve traffic hidden danger,
improve the traffic capacity, also leaves room for the development of Jizhen.
4.12.3 The trend of road and design parameters
Therefore, the subgrades of the two re-routed township roads are determined as 7
meters wide, and specifically 6 meters wide of two-lane pavement, with 0.5-meter-wide
road shoulders on both sides. The east route plan of the Planning I of Zunqiao route is the
preferred plan, which is 3.1 km long. The middle route of the Planning II of Zhou Shi
route is the preferred plan, which is 2.9 km long, the specific trend of the route is shown
as the following figure.
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5.Alternative Analysis
5.1 Comparison of implementation and non-implementation scheme
Shangrao City is located in the northeast of Jiangxi Province, east of Zhejiang
Province, Quzhou City, South Fujian Nanping area, the west by the Poyang Lake and
Jiujiang border on, North and Jingdezhen city and Anhui province Huizhou region
contiguous, Fujian, Zhejiang and Jiangxi, in four provinces with the Department, a
very important geographical position, known as the thoroughfare of eight provinces,
Yuzhang first portal appellation. Reform and opening up thirty years ago, Shangrao
City economic construction has made great achievements, the city's comprehensive
economic strength, improve the people's living standards, agricultural production and
made breakthrough progress, industrial structural adjustment continuously, all-round
development of social undertakings. Although gained huge success, but in economic
development also exist many difficulties and problems, such as low level of industry,
advantage industry not much, area development is not harmonious. Future a
paragraph of period is Shangrao City accelerate development, fundamentally change
the Shangrao City in Jiangxi development pattern and at the junction of four
provinces area to develop pattern in the position of the key period . At the same time,
Shangrao tourism resources rich, which has joined the Yangtze River Delta 15+1
Tourism Economic Cooperation System in East China, construction of barrier-free
tourism zone, the tourism industry has gradually become a Shangrao City pillar
industry. At present, highway, railway, waterway transportation development is very
good, basically formed give priority to with highway, railroad, waterborne matching
transport network, but the single ground transportation for the city’s comprehensive
development has great limitations, is also the region's tourism is still in the early
stages of development, tourism tourism main source is limited in the province and the
surrounding areas. Therefore, if you don not build this project, will hamper the city
society, economy and the development of the whole, it will also hinder the Shangrao
City tourism industry development.
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According to the Shangrao City Twelfth Plan Outlines, Shangrao City will be the
implementation of a comprehensive integrated traffic development strategy, to the
development of modern transportation industry as the main line, to build a project, the
construction of the four base the strategy, build water ground to air the Trinity, linking
the East and West, north-south, Tongjiang sea modern transportation network.
Shangrao City is constructed into four regional transportation hub cities. In 2020,
basically complete the various modes of transport layout reasonable, perfect structure,
convenient unobstructed, green security of modern comprehensive transportation
network. Shangrao Airport Shangrao City Twelfth construction is in line with the Plan
Outlines, at the same time, the construction of the airport is the regional economic and
social sustainable development the urgent need, it is improvement of local
comprehensive transportation system development needs, is rich in tourism resources,
is the perfect Jiangxi Province airport layout needs, to respond to emergencies,
disaster rescue and defense readiness also has the very important meaning. Therefore,
from on macroscopic analysis, Shangrao Sanqingshan Airport project implementation
is far better than not implemented.
In the macroscopic analysis foundation, to the airport project implementation and
whether the specific environmental impact report into the contrast analysis, concrete
analysis is shown in table 5-1-1.
Table 5-1-1 List of comparison analysis whether to implement Shangrao Sanqingshan Airport
Project
Comparison factor Implemented projects Projects not implemented Comparison result
Social environment
The construction of the
airport is the regional
economic and social
sustainable development
urgent need, is to improve the
local comprehensive traffic
system development needs, is
rich in tourism resources, is
the perfect Jiangxi province
airport layout needs, to
respond to emergencies,
disaster rescue and defense
readiness also has very
Single ground
transportation for the city's
comprehensive
development has great
limitations, the region's
tourism is still in the early
stages of development,
tourism the main source is
limited in the province and
the surrounding areas.
Do not change the original
residents of production and
living conditions.
The comprehensive
comparison, although the
changed part of the
residents of production
and living conditions, but
the construction of the
airport for the Shangrao
City economic,
transportation, tourism etc
have great role in
promoting, bring good
social effect.
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important significance. But it
is beneficial to the perimeter
of the airport economy
development.
Some residents were
relocated, change the
production and living
conditions of the residents.
Sound environment
According to the domestic
airport noise assessment
standards, as the Shangrao
Airport flights less noise,
aircraft models have only
relatively small B, C class
models, and the surrounding
residents concentration
distribution is sparse, so by
2020 of aircraft noise on
local residents will not have a
significant effect on the
standard evaluation.
According to the world bank,
airport periphery exists about
227 households residents
exposed to noise influence of
superscalar, but are not more
than 5dB, combined with the
operation of monitoring and
added noise calculation
method are taken on the basis
of sound insulation measures,
reduce the noise effect.
No obvious noise source.
The airport flights, aircraft
type low noise, residents
in the vicinity of a sparse
distribution, and puts
forward prevention
measures to properly,
sound environment was
not affected.
Ecological
environment
Accounting for regional land
use pattern would be
affected, but cover a
relatively small area, the
regional ecological integrity
limited impact. During the
operation, most of the land is
flat field hardening of
construction land, the
remaining voids, greening,
coverage increased; soil
erosion intensity will be very
small.
The original ecological
system unchanged.
The area is long-term
influenced by human
activities, the original
vegetation is destroyed,
the implementation of the
project covers an area of
small, regional ecological
integrity limited impact.
Effect is not prominent.
Ambient air
The project waste gas less
emissions, on ambient air
quality effects of small, small
influence on the surrounding
No emission of air
pollutants.
Project construction and to
region ambient air quality
changed little.
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residents.
Water environment
The airport is a part of the
sewage treatment station by
sewage after the treatment of
reclaimed water for greening,
part of sewage network into
Municipal Airport, normally
sewage not to field surface
water impact.
No emission of water
pollutants.
Item sewage not
discharged while the use
of reclaimed water reuse
achieved emission
reduction effect, under the
normal condition of
regional water
environment no effect.
Solid wastes
The solid waste is disposed
of properly will not cause
environment pollution.
No emission of solid
wastes.
Project construction and
the regional influence.
Scheme
recommendation Recommended scheme Comparison scheme
From the table we can see that, though, the project construction to regional
increase of new pollution sources; but, because of a small amount of pollutants, and to
take the corresponding reasonable prevention measures, so the construction of
regional environment had no significant effect. But since project construction to the
social environment is of great significance, therefore, the comprehensive comparison,
the implementation of the project is necessary.
5.2 Site Selection Basis for Airport
Site selection work for Shangrao Civil Airport, under charge of China Civil
Airport Construction Engineering Group Co., Ltd. and in accordance with
Preparation Content and Depth Standard of Site Selection for Civil Airport
(AP-129-CA-02), had been kicked off in May 2007. Shangrao City was taken as the
center of site selection scope, and 6 primary sites had been selected, they are
Houmentang, Zhoujia Land, Song Residence, Chating, Ancient Tower and Zhongjia
Bridge. Through on-the-spot survey and further analytic demonstration, Houmentang,
Zhoujia Land and Song Residence were further selected, and finally Houmentang was
taken as the proposed construction site for this airport. In accordance with Site
Selection Report for Sanqingshan Airport of Shangrao in Jiangxi Province prepared
by China Civil Airport Construction Engineering Group Co., Ltd. comparisons
regarding environmental conditions of each site and site location can be obtained in
Table 12-3-1 and 12-3-1 respectively.
Table 12-3-1 Shangrao Airport Site Selection Comparison
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Comparison
Content Houmentang Site Zhoujia Site Song Residence Site Comparison Result
En
gin
eering co
nd
ition co
mp
arison
and selectio
n
Position
Lies in the south of
Shangrao City,
straight-line distance to
downtown area is about
8km, and distance to
highway is 16km.
Straight-line distance to
Sanqingshan Mountain
Tourist Spot is 59km,
and to Wuyuan, 98km.
Lies in southwest of
Shangrao City,
straight-line distance to
downtown area is about
17.5km, to
Sangqingshan Mountain
Tourist Spot 63km, and
to Wuruan 97km.
Lies in north of
Shangrao City,
straight-line distance
to Sangqingshan
Mountain Tourist Spot
39km, and to Wuruan
75km.
Matchable
Natural
and
Technical
Condition
s
Lies in area of low
mountains and hills,
elevation is between 90
and 116m, and the site
is favorably even;
airspace condition is
sound, and so are
construction geology
and hydrogeology that
meet requirements of
recent use and
long-term development
of the airport.
Lies in area of low
mountains and hills,
elevation is between 80
and 130m, with
relatively bigger
difference, but the site is
relatively complex;
terminal airspace
condition is sound, but
earthwork treatment
proves necessary to
those extra-high hills;
construction geology
and hydrogeology are
favorable, which meet
requirements of recent
use and long-term
development of the
airport.
Lies in area of low
mountains and hills,
elevation is between
91 and 115m, the site
is relatively even, and
terminal airspace
condition is sound, but
earthwork treatment
proves necessary to
those extra-high hills;
side airspace allows to
avoidance of
ultra-high obstacles by
Flight procedure
design; construction
geology and
hydrogeology are
favorable, which meet
requirements of recent
use and long-term
development of the
airport.
Houmentang Site’s
airspace condition is
more favorable.
Airspace
Condition
s
Meets requirements of
Flight procedure
design; airspace conflict
with surrounding
airports can be resolved
by coordination.
Meets requirements of
Flight procedure design;
airspace conflict with
surrounding airports can
be resolved by
coordination.
Straight-line distance
of this site to
Wuliyang Military
Airport of Yushan
Mountain is only
24km, airspace
contradiction is
outstanding with little
possibility of
satisfactory
coordination.
Traffic
Condition
s
Entrance road can take
use of the new national
defence highway that is
Entrance road can take
use of the 320 national
highway that is 5.5km
Entrance road can take
use of the 320 national
highway that is 3.5km
Houmentang Site
proves more
convenient.
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Comparison
Content Houmentang Site Zhoujia Site Song Residence Site Comparison Result
4.5km away in the west,
and a 5.0km-long
entrance road needs to
be paved.
away in the north to
reach the urban area,
and a 7.0km-long
special airport road
needs to be paved.
away in the east to
reach the urban area,
and a 4.5km-long
special airport road
needs to be paved.
Supportin
g
Facilities
Houmentang Site proves more convenient as to outside public facilities such as power, water, and gas
supplies, drainage and communications. The other two sites are matchable in these regards.
Relocation
Condition
s
14 families in this site
need to be relocated,
and 110kv Maozao Line
removed with expenses
of 2.7 million RMB.
25 families in this site
need to be relocated,
and houses of 7500m2
need demolition with a
cost of 3.4391 million
RMB; the cable of
Dong-Tuan 500kv and
its matched 220kv cable
to be built need to be
redesigned, and the
current 220kv II cable
also needs to be
removed. The total cost
of relocation of
high-tension cable is 2.7
million RMB.
20 families in this site
need to be relocated,
and houses of 9000m2
need to be undertaken
demolition with a cost
of 4.3243 million
RMB; the existing
Rao-Yu 110kv cable
and Shang-Yu 220kv
cable need to be
removed with a total
cost of 19.5 million
RMB.
Houmentang Site
requires less houses
to be relocated.
En
viro
nm
ent In
fluen
ce Co
mp
arison
and
Selectio
n
No
ise Influ
ence C
om
pariso
n an
d S
election
No
ise influ
ence in
the
surro
un
din
g area o
f the
airpo
rt ( sensitiv
e poin
ts
spread
)
54 residential sensitive
points and 15 school
and hospital sensitive
points (common
villages and teams)
spread within airport
noise comparison
scope.
30 residential sensitive
points and unknown
school and hospital
sensitive points
(common villages and
teams) spread within
airport noise
comparison scope.
60 residential sensitive
points and unknown
school and hospital
sensitive points
(common villages and
teams) spread within
airport noise
comparison scope.
Houmentang Site
and Song Residence
Site are matchable
in noise sensitive
degree, while
Zhoujia Mountain
proves best.
Ru
nnin
g n
oise o
f the airp
ort in
fluen
ces the
plan
nin
g area.
Extending line of
central runway does not
run over the urban
planning area.
Extending line of
central line in northeast
of the runway runs over
the urban planning area.
Extending line of
central line in
southwest of the
runway runs over the
urban planning area.
HExtending line of
central runway of
Houmentang Site
does not run over
the urban planning
area, allowing the
least possibility of
the plane flying
over the urban area.
Therefore,
Houmentang Site is
the best in this
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Comparison
Content Houmentang Site Zhoujia Site Song Residence Site Comparison Result
regard.
Eco
log
ical Imp
act Co
mp
arison
and
Selectio
n
Earth
wo
rk Q
uan
tity
Total earthwork
quantity of this project
is 6,1600,000 m3,
among which,
excavation quantity is
3,170,000 m3, and
filling quantity is
3,090,000 m3. No
airspace clearance is
required.
Excavation quantity is
480,000 m3, and filling
quantity is 480,000 m3
(including airspace
clearance).
Excavation quantity is
310,000 m3, and
filling quantity is
310,000 m3; airspace
clearance of earthwork
quantity is 50,000 m3.
Zhoujia Site is the
largest site.
Lan
d O
ccup
ation
Land acquisition of
2,232 Mu (one unit of
area in China ) covering
mainly forest and
farmland and including
forest land of 1,473 Mu,
dry land of 90 Mu and
paddy field of 268 Mu.
Land acquisition of
3,000 Mu including
forest land of 2,1574
Mu, dry land of 48.28
Mu, paddy field of
745.81 Mu, and water
area of 48.51 Mu.
Land acquisition of
3,000 Mu including
forest land of 766.65
Mu, dry land of
1,332.99 Mu, paddy
field of 555.17 Mu,
gardens of 51.51 Mu
and water area of
159.96 Mu, plus
undeveloped land of
46.99 Mu and
residential land of
86.74 Mu.
Song Residence Site
occupies the largest
area of farmland.
Conclusion
Comparison
Has moderate distance
to the downtown area,
and short distances to
Sanqingshan Mountain
and Wuruan Tourist
Spot, favorable airspace
conditions, less
occupation of farmland,
less earthwork and
demolition quantities,
and extending line of
the runway does not run
over the urban planning
area. Supporting
facilities are favorable.
Least occupation of
farmland; complex
geology with gullies in
the middle that needs
treatment; largest
earthwork and
demolition
quantities.( especially
the high-tension cable);
relatively poor
supporting facilities;
less noise sensitive
points spread in the
surrounding area of the
airport.
Has the shortest
distances to
Sanqingshan Mountain
and Wuruan Tourist
Spot; less earthwork
and demolition
quantities; largest
occupation of
farmland; difficult
airspace coordination.
Houmentang Site
serves as the
proposed site with
consideration of
factors.
As indicated in the table above, Houmentang shows advantages of convenient
traffic, less occupation of land, better sky conditions, less occupation of farmland,
small-scale of relocation and favorable facilities by comprehensive comparison and
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analysis on technique, economy and environmental impact. As a result of which,
Houmentang Site proves superior to any other preliminary sites involved.
5.3 Comparison of sewage treatment methods
The project sewage solution consists of three solutions. Solution 1 sewage
generated by the airport since sewage treatment station after processing all back for
greening, car washing and so on, all sewage not discharge; Solution 2 Airport
generated sewage all of the municipal pipe network into the municipal sewage
treatment plant; Solution 3 as sewage generated as part of the Airport since the
sewage treatment station reused to the greening, car washing without discharging,
remaining sewage by the municipal pipe network into the municipal sewage treatment
plant.
Solution 1 sewage after treatment for greening, car washing and so on, during the
rainy season, used for landscaping, car washing, water demand is very few, because
the Shangrao season for longer periods of time; therefore, need a large enough area to
ensure the water storage pool water storage and construction of large water storage
pool will increase covers an area of, increase the project investment. At the same time,
if the water storage pool area is not enough will also have sewage efflux risk.
Solution 2 sewage treatment plant all into the city, although no sewage
discharging pollution around water environment risk, but increases the municipal
sewage treatment plant operating load, at the same time as the airport greening and
other aspects of the water with fresh water and increase water use, is not only a waste
of water resources at the same time also did not respond to national emission
reduction policies.
Solution 3 sewage component reuse, component into the municipal sewage
treatment plant, compared with Solution 1, reduce the water storage pool area,
reducing the sewage efflux risk. Compared to Solution 2, reducing fresh water
consumption, to respond positively to the national emission reduction policies, but
also reduce the municipal sewage factory operating load.
To sum up, the airport generates sewage portion of the sewage treatment station
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self-built reuse for greening, car washing without discharging, remaining sewage by
the municipal pipe network into the municipal sewage treatment plant disposal is the
best scheme.
5.4 Comparison of motor vehicle fuel
The airport inside the vehicle type, quantity, the evaluation from the energy
saving and environmental protection, economy, safety, fuel is added convenience four
to compare three kinds of motor vehicle energy-fuel, gas, electric power, see Table
5-4-1.
Table 5-4-1 Comparison of motor vehicle fuel
Fuel Gas Power
Energy saving and
environmental protection
The pollution is more
serious, CO in tail gas,
CO2, NOX, higher dust
content
Clean energy, emissions
of CO, CO2, NOX, low
dust
Clean energy, no exhaust
gas discharge.
Economy Fuel costs are relatively
high
Fuel costs for the
secondary level
Vehicle purchase one-time
investment is larger, but
the power cost.
Safety
If a collision or a fuel
leak, easy generation of
fire hidden trouble of
safety of gas station fire,
explosion hazard.
Gas explosion limit and
light than the fuel high;
leak in the air can be
quickly spread. The filling
station fire, explosion
hazard.
Vehicle battery charging
station combustion hidden
trouble, but safety is
smaller.
Fuel additive is
convenient
Fuel for the traditional
fuel, gas station
technology is mature, but
covers a larger.
The gas adding
technology is more
mature, filling station
occupies larger.
Charging station covers
an area of small, long
charging time.
From the table we can see, relative to the power, oil, gas cost is higher, and the
fuel adding stations due to the need for tanks, large occupation area, hidden safety
problems. Electric cars although the one-time investment is larger, but the power price
is low, no tail gas exhaust, charging station safety. Therefore, recommended in the
airport use of electric vehicles.
5.5 Comparison of Sustainable Drainage Schemes
5.5.1 Scheme proposal
Airport off-site drainage scheme not only with the drainage outlet is provided,
with off-site drainage itself terrain and actual irrigation requirements. According to
the Jiangxi Shangrao Sanqingshan Airport project feasibility study report, the original
airport site drainage scheme for 6+2 (Scheme 1), namely the airport ground drainage
outlet were set in 6, the airport River connected dark letter were set in 2. The culvert 1
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rows of airport north of Zunqiao Village pool Maple concave flood, from north to
south through the airport, ca. 586m; culvert 2 rows of airport south of Xinzhou
District Maojialing Village Chalong pool flood, from south to north through the
airport, ca. 485m. Culvert section size to meet maintenance operation requirements
for control.
In program draft discussion process, due to decrease in Zhangshutang pool
catchment area, it affects downstream of farmland irrigation, my institute suggested
adding floor drain outlet to complement its occupation of the catchment area,
restoration of downstream farmland irrigation content. In addition, the culvert 2 row
Chalong pool most of the downstream Irrigation area basic requisition, pool irrigation
function is weakened, and the pool at the airport south, farmland and management
(Maojialing Rural Water Tower Village) at the airport by airport north, partition, the
usual operational management is not convenient. In view of this, according to the
requirements of local villagers, I suggest Chalong pool requisition, the airport
excavation backfill of earth and stone, culvert 2 cancel at the same time in the culvert
2 outlet arranged a floor drain outlet, in order to use the original drainage system, the
water outlet is assigned row of water product cannot be greater than Chalong pool
water catchment area of 0.05km2. the adjustment scheme for drainage Scheme 2 (8+1
for short).
5.5.2 Scheme comparison
According to the scheme causes changes in the narrative that Scheme 1 and
Scheme 2, drainage is not itself the two parallel programs, but according to the
communication process in the newly discovered actual situation made reasonable
adjustment. Of course, two schemes have their respective advantages and
disadvantages, summarized as follows:
1. From the function comparison, Scheme 1 and Scheme 2 are able to solve the
drainage problem and wear of field drainage problems; but Scheme 1 is limited to
solve drainage problems, while the Scheme 2 can be combined to solve individual
affected pool irrigation water replenishment problem, relatively speaking, Scheme 2
integrated better.
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2. From the drainage works on airport impact, wear less airport culvert, the
smaller effect on the airport, security is high. Scheme 1 has two in airport culvert,
Scheme 2 only one, or stick out a mile.
3. From the operation management, if dark culvert 2 does not cancel, Chalong
pool still belongs to district Mau town water tower village management. As described
previously, pool and water tower village by airport partition, flood season inspection
required bypass Zunqiao Village, management very inconvenient, and the Chalong
pool Irrigation area most airport requisition, actual irrigation function was greatly
reduced. Therefore, in this way for 2, Scheme is better than Scheme 1.
4. From the investment point of comparison, it added two floor drain outlet on
the original drainage system then partition, not the length of drainage ditch, which
also does not increase the investment increase in off-site drainage channel of
Zhangshutang pool is very short, about 70m, investment of about 50000 yuan;
increase the original culvert drain ditch 2 position off-site drainage basic use the
original dark culvert 2 gutter, also add no additional off-site drainage engineering cost.
Chalong pool backfill engineering quantity is increased, according to its capacity of
20000 m3, fill the required investment of about 400000 yuan. Therefore, increase the
cost of total about 450000 yuan. And reduce the cost for the culvert 2, according to
485m length gauge, investment of about 2000000 yuan. So Scheme 2 saves 1550000
yuan compared with Scheme 1.
To sum up, according to the communicating parties as well as to elicit local
villager opinion after the adjustment of the drainage Scheme 2 overall better, the
design is recommended for Scheme 2, i.e. 8+1 drainage scheme.
5.6 Comparison of Runway Layout Scheme
As a result of airport runway layout and airport site geological, engineering
technology and the meteorological conditions and other factors are closely related, the
main runway layout scheme mainly needs to determine that the runway orientation,
length, the specific location.
Because the aircraft are required to take off, Shangrao Airport runway direction
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in the dominant wind direction, at the same time according to the clearance and
spatial conditions, Shangrao Airport runway direction only, so the evaluation of the
selection mainly have been identified in runway scheme based on a flat shift and
change the length of the runway analysis of pros and cons.
Table 5-6-1 Comparison of runway conditions of different lengths
Scheme for 2400m runway Scheme for short runway Scheme for long runway
Main advantages Occupation is more
economic and rational
The project covers a small
area
Models of good
adaptability, compared to
2400m runway, carrying
capacity can improve a
promotion
Main disadvantages
Covers an area of moderate
size, can meet the demand
of recent flight landing in
2020, in line with the actual
situation of branch line
airport
Can only meet the small
aircraft, to ensure that the
Shangrao Airport
passenger throughput
requirements
The project covers an area
of more, and in this period
were long runway
construction, land
acquisition work is
difficult
Table 5-6-2 Comparison of different positions of runway layout position
Runway positioned
westward
Runway
positioned
eastward
Runway positioned
northward
Runway positioned
southward
Main
advantages
compared to
this scheme
From Zaotou
Town, planes
flying over the
town in the
distance is far,
becomes high,
reducing the noise
impact on cities
and towns
To further
reduce the
amount of
844000 residents
of
Shanghuangwu
projects, not
demolition
The airport further close
to the city, after the plane
takes off flying over the
city increase, does not
conform to our country to
noise pollution prevention
law requirements
None
Main
disadvantages
compared to
this scheme
On the west is
military airspace
and airspace
coordination is
difficulty
Near the Zaotou
Town, Zaotou
Town aircraft to
influence further
increased
Land requisition quantity
increases apparently,
design Zhouwu Village
and the water tower
village
Further away from the
city, each an ancillary
works to increase
investment, increase more
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6. Environmental Management Plan
6.1 Environmental Management Objective
The objective of preparing environmental management is to through developing
practical prevention, reduction, relief or compensation for adverse environmental
impacts to enhance advantageous environment effect of such measures, to improve
the project selection, site selection, planning, design and implementation of activities;
in short, in the entire project implementation process measures, mitigation and
management the adverse environmental impacts; and through the implementation of
environmental monitoring plan, to evaluate the actual effects of mitigation measures,
according to the monitoring results further improve mitigation measures.
6.2 Environmental management mechanism
6.2.1 Environmental management institution allocation
See Fig. 6-2-1 and Table 6-2-1 for project environmental management
organization of Shangrao Sanqingshan Airport. Institutions of environmental
management plan include management institution, implementation institution
(execution institution) and consultation service, etc.
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Environmental
Protection Department
Jiangxi Provincial
Environmental
Protection Department
Leader Group of
Sanqingshan Airport
World Bank
Shangrao
Environmental
Protection Bureau
Project Office of
Sanqingshan Airport
Sanqingshan Airport
Co., Ltd.
Sanqingshan Airport Co., Ltd.
Environmental
impact evaluation
institution
Project design unit Construction
contracting bureau
Environment
supervision
Environment
monitoring unit
Supervise the
execution of
environment and
management plan
Environmental
supervision institution
Environmental management execution
institution at planning and design stage
Environmental management execution institution at
construction stage
Environmental management
execution institution at operation period
Report the execution
of environment and
management plan
Fig.6-2-1 Structural Diagram of Environmental Management Institution
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Table 6-2-1 Composition institution of environmental management system
Institutional
nature
Name of
institution Tasks of Institution
Management
institution
Leader group of
Sanqingshan
Airport
Determine the construction plan, coordinate and solve major problems in
airport engineering advance, to supervise the environmental protection work.
Project Office of
Sanqingshan
Airport
Appoint special environment manager, responsible for projects in the planning,
design and implementation stages of the environmental protection work,
determining the procedures to meet the domestic and the world bank on
environmental assessment and environmental management requirements, with
the supervision of environmental management plan, ensure that the
environmental management plan related content in the implementation of
contractor and engineer to invite public bidding and contract. See 4-2-1 for
environmental management system with the agencies' responsibilities and
staffing.
Sanqingshan
Airport Co., Ltd.
Assigned exclusive environmental personnel, who are responsible for project
construction period and the operation period of daily environmental supervision
and management, responsible for the completion of the project completion
acceptance of environmental protection and the daily monitoring of the project,
the adverse impact on the environment is reduced to the minimum or the
acceptable degree, and enables the engineering environmental benefits into full
play; implement the project environment protection for the fund, and is
responsible for the collation of relevant documents and archive, see 4-2-1 for
environmental management system of the body functions and personnel
allocation.
City
Transportation
Bureau,
Construction
Bureau
Responsible for road projects in the planning, design and implementation
stages of the environmental protection work. Determine the procedures to meet
the domestic and world bank on environmental assessment and environmental
management requirements, with the supervision of environmental management
plan; in charge of road project construction period and the operation period of
daily environmental supervision and management, responsible for the
completion of the project completion acceptance. See 4-2-1 for environmental
management system with the agencies' responsibilities and staffing.
Supervision
institution
Inspection
Group of World
Bank
Local environmental technology experts carry out supervision, inspection of
the implementation of environmental protection regulations. See 4-2-1 for
environmental management system of the body functions and personnel
allocation.
Environmental
protection
administrative
departments at
all levels
Government administrative supervision Management institution, supervision,
inspection items and work procedures of China to meet the requirement of
environmental management, in the process of the implementation of pollution
prevention and control measures to meet the need of environmental protection
in China. See 4-2-1 for environmental management system of the body
functions and personnel allocation.
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Implementation
institution
Construction
project
contractor
Equipped with environmental site engineer, fulfill the terms of the contract and
bidding documents the environment protection and conservation of water and
soil content, to meet the World Bank, the local competent administrative
department of environmental protection environmental protection requirements,
prepare and submit construction period environmental report. See 4-2-1 for
environmental management system of the body functions and personnel
allocation.
Consultation
service
institution
Environmental
assessment
advisory unit
Accept the Commission, preparation of project environmental impact
assessment report. See 4-2-1 for environmental management system of the
body functions and personnel allocation.
Design advisory
unit
Accept the commission, prepare feasibility study report and construction
design, and ensure that the environmental management plan measures,
programmes to the compilation. See 4-2-1 for environmental management
system of the body functions and personnel allocation.
Environmental
supervision unit
Accept the Commission, Construction unit daily production activities carried
out supervision and management, preparation of environmental supervision
report. See 4-2-1 for environmental management system of the body functions
and personnel allocation.
Monitoring
institution
Environmental
monitoring
institution
Qualified environmental monitoring institution, responsible for project
construction period and operation period of the environmental monitoring
work. See 4-2-1 for environmental management system of the body functions
and personnel allocation.
Water protection
monitoring
institution
Quality of soil and water conservation Monitoring institution, responsible for
project construction period and operation period of water and soil conservation
monitoring. See 4-1-2 environmental management system of the body
functions and personnel allocation.
6.2.2 Responsibilities and Personnel Allocation of each institution
In environmental management system of airport project, including management
institution, supervision institution, implementation institution, consulting service
institution, monitoring institution, these institutions together constitute a complete
project environmental management system, each undertakeing different working
content, have different responsibilities. The responsibilities and staffing of the project
are shown in Table 4-2-1.
Table 6-2-2 Responsibilities and personnel allocation of environment management institution
Name of
institution
Type of
institution
Personnel
allocation Responsibilities of Institution
World Bank Supervision
institution 1 person
1. World Bank sends inspection team each year to take charge of the
special inspection of project implementation;
2. Examine the execution conditions of project loan agreement and
the implementation conditions of environmental management plan.
Environmental
protection
department at
Supervision
institution 1 person
1. According to law, carry out whole-process monitoring and
supervision management of the project, including approval of project
environmental impact assessment report (including sub project
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each level environmental assessment), environmental monitoring and
supervision management at project construction stage and operation
stage.
Airport office Management
institution 1 person
1. Supervise the implementation of environmental management plan
to ensure that the corresponding environmental management
procedures are incorporated into the project bidding documents and
contracts for construction, and to organize and coordinate the relevant
training;
2. Urge harmonious fulfill domestic and World Bank environmental
management requirements;
3. Submit the report on the implementation of the environmental
management plan every six months;
4. Each city (county) 4 check the environmental management work;
5. Other relevant departments to coordinate and solve major
environmental problems;
6. Entrust external environment expert group on the project were
examined;
Sanqingshan
Airport Co.,
Ltd.
Management
institution 1 person
1. Supervise the implementation of project environmental
management regulations;
2. The environmental management plan environmental protection
measures including to construction bearing with;
3. Hire, supervision, coordination of engineering supervision
(qualification, responsibility, management);
4. Organize the implementation of environmental management
training program;
5. Seminar on or about the investigation work;
6. Do a good job in engineering construction and operation process of
complaint records, sorting, processing results to the public answer,
solve the problem of public complaints;
7. Review of environmental supervision and environmental consulting
report;
8. Each quarter to the airport office, department of environmental
management report (report);
9. Construction unit and supervision unit sign on site verification
table, verifying the environmental sensitivities, and filed.
10. Underwent environmental inspection (including World Bank
project inspection)
City
Transportation
Bureau,
Construction
Bureau
Management
institution 1 person
1. Responsible for traffic engineering cost management; to organize
the implementation of traffic engineering construction; responsible for
traffic engineering quality and safety supervision;
2 for the road construction period and the operation period of the
daily environmental supervision and management;
3 charge after the completion of the project completion acceptance
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Environmental
assessment
unit
Environmental
assessment
institution
Several
1. Make on-the-spot investigation, the environmental evaluation;
2. Responsible for the preparation of environmental management plan
content and to provide related advisory services
Project
supervisor
(environmental
supervision
work)
Consulting
service
institution
1-2
persons
1. engineering supervision division by Airport Company Limited
commissioned;
2. supervision construction area living sewage treatment, wastewater
treatment, soil erosion protection measures, waste gas, dust, noise
control measures, production, waste and hygiene and disease
prevention;
3. regular fill in environmental supervision report the check list;
4. construction unit in construction activities encountered on
environmental issues and put forward rectification solution and follow
up, including hair rectification notice, check list, check the file
archive;
5. submit the project implementation conditions weekly to the airport
limited company.
Construction
unit
Implementation
institution Several
1. Develop the environmental protection measures in construction
period;
2. accept project supervision division, the world bank and the
environmental protection departments at all levels in the field of
environmental protection supervision and inspection;
3. establish a feedback mechanism, received in the rectification
notice, 3 working days to complete the rectification (requires
Management institution of coordination in 10 working days to
complete the rectification);
4. engineering supervision before construction together to complete
the construction site verification table, reported to the airport
company limited;
5. construction unit weekly report to project supervision division of
engineering implementation
Environment
Monitoring
institution
Monitoring
institution
1-2
persons
1. In the project construction period and operation period in
accordance with environmental monitoring plan project for
environmental monitoring, archiving and reporting the Airport
Company Limited;
Water
Protection
Monitoring
institution
Monitoring
institution
1-2
persons
2. In the project construction period according to water conservation
monitoring plan the project of water and soil conservation monitoring,
archiving and reporting the Airport Company Limited;
6.3 Environmental Management Procedures
6.3.1 Objective of making environmental procedures
The objective is to develop ECOP civil engineering projects is inevitable in the
potential detrimental effects, to develop a set of detailed, technical feasibility,
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financially sustainable, operational environment countermeasure, clear project
management, project owner, construction unit, supervisor, department of
environmental management in project bidding, design and implementation of
environment during the construction period management and organization
construction measures and arrangements, as far as possible to eliminate or compensate
for project construction on environment and the negative social effects, reduce it to an
acceptable level. Its specific goals include:
(1) Clarify environmental management duties of project related department
Project management department, project owners, design unit and environmental
assessment unit carry out detailed site check, confirm, confirm the reasonableness of
the site for environmental protection target, and put forward the effective
environmental mitigation measures.
At the project bidding stage, clarify and take the implementation of the
requirements in environmental protection practice as the due obligations of bid
winning unit. In addition, the requirements of environmental protection code of
practice in the requirements should be incorporated into the engineering design and
construction of practical activities.
(2) Operating guidance for environmental management
Environmental protection implementation procedures clarify the environmental
management system of small-sized civil construction, clarify the responsibilities and
roles of each unit in environmental management system and put forward procedures
and methods of communications between departments. The text will be submitted to
design unit as the important basis for project design. At the same time, it will be
submitted to the construction unit as the practice guidance for environmental
management during construction, which can effectively ensure the successful
implementation of the proposed environmental mitigation measures.
6.3.2 Environmental Management Procedures
Environmental management rules cover design, construction and operation stage.
Environmental management procedures include the construction period,
construction period of general environmental management procedures for
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environmental management procedures (related to sensitive point) and runtime
environment management procedure (related to sensitive point).
6.3.2.1 Generic environmental codes of practice during construction period (Generic
ECOPs)
See Table 6-3-1 for mitigation measures for generic environmental impact of
Shangrao Sanqingshan Airport Project.
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Table 6-3-1 List of Elimination Measures for Common Environmental Impact of the Project
Item Elimination Measures for Environmental Impact Implementation
institution
Supervision
institution
Monitoring
institution
Design stage
Reference for location environment
(1) Through selection, runway direction optimization measures to further optimize the adjustment of
local site location design, the runway is far from as far as possible or reduction of sound environment
sensitive points, and in line with the city ( county ) city, traffic, water supply and drainage planning.
(2) To consider the protection covers the range of Ecological environment, minimize disturbance to
vegetation, prevent soil erosion.
(3) In the stage of site of locally confined conditions to avoid or from technical economy
argumentation avoidance is not practicable, the affected sound environment sensitive targets from the
flight procedure design should consider measures of noise reduction, while making the measures of
cost estimate.
(4) The environmental protection and engineering design of synchronization.
(5) desing will follow Annex -GBT50378-2006 Green Building Evaluaton Standard .
Design unit
Project office,
owners, city
(county)
environmental
protection
agency and
Department
of
transportation
Construction stage
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Item Elimination Measures for Environmental Impact Implementation
institution
Supervision
institution
Monitoring
institution
Construction site environmental practice at
preparation stage
(1) To determine the project covers an area of and permanent temporary area ( construction
production area, construction camp and road construction, construction material field ) range, good
for projects for the relevant procedures.
(2) The construction area should make an existing pipeline survey work, avoid the construction
destruction of existing pipelines.
(3) Construction of the production area, construction camp, road construction and soil, abandoned
dreg site away from surface water.
(4) Construction unit and city (county) the project organization consultation to determine a suitable
public water, should use municipal tap water as drinking water source, no new drilled wells.
Construction
unit
Project office,
owners, city
(county)
environmental
protection
agency and
Department
of
transportation
Owners in
the form of
a contract
to entrust a
qualified
agency
Construction
site
management
Main
construction
environmental
impact
control
Surface
cleaning
(1) Note that watering dust, to reduce dust pollution.
(2) The construction Slag should timely removal, engaged in earthwork, slag and construction waste
transport, must use a closed transport vehicles.
Roadbed
construction
(1) Strict control of roadbed, pipeline excavation, avoid the overbreak damage to surrounding
vegetation, prohibit the construction area of arbitrary cut down the trees.
(2) The waste soil shall be timely removal, engaged in earthwork, slag and construction waste
transport, must use a closed transport vehicles.
(3) The construction site watering dust reduces dust pollution.
Airport
pavement
engineering
Asphalt mixing station must adopt centralized mixing plant, mixing station construction should be
located in production areas, strictly prohibited in the construction zone setting asphalt mixing station.
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Item Elimination Measures for Environmental Impact Implementation
institution
Supervision
institution
Monitoring
institution
and entry
road
engineering
Ecological
recovery
(1) Completion of the construction project should destroy land ecological restoration, restoration of
at least before construction.
(2) In the process of construction of arable topsoil stripping should be temporarily stacked on a site
within the relatively flat area, and the use of bagged soil temporary retaining, surrounding the
establishment of temporary drain and settling measures, and the dustproof net cover, after the end of
construction for the construction camp of ecological restoration.
Construction
noise
(1) Strictly control construction time, away from the residential area to within 150m of the
construction site, the construction machinery noise at night (22:00-06:00) to stop the construction.
Must be continuous construction project, construction unit should depend on the specific situation in
time with the local environmental protection departments made contact, according to the provisions
of night construction permits, at the same time announcement maximum to gain public support.
(2) The distance of construction site is near the sensitive points (less than 50m), which should take
mobile or temporary sound barriers and other noise control measures.
(3) The construction site should be kept away from surrounding schools, hospital school near strong
noise mechanical construction time and the school agreed, try not to the school have an exam time
construction.
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Item Elimination Measures for Environmental Impact Implementation
institution
Supervision
institution
Monitoring
institution
Others (1) Construction site is strictly prohibited to burn all kinds of waste.
Construction
of production
area
environment
impact
control
Surface
cleaning
(1) Note that watering dust, to reduce dust pollution.
(2) The construction soil should be timely removed with reasonable disposition.
Asphalt
mixing
(1) Give priority to rely on municipal asphalt mixing plant procurement.
(2) For asphalt concrete mixing station shall be used and good sealing performance, high dust
removal efficiency of mixing equipment, prohibit the use of semi closed asphalt boil operation
process.
Concrete
mixing
(1) Preferred commodity concrete.
(2) Concrete mixing wet mixing concrete with mixing process sealed state.
Material
handling
storage
(1) Earth, cement and lime and other bulk material transport, temporary storage and handling
process, should take the wind shielding measures or dust control measures.
(2) The material depositing area site should be flat and solid.
(3) The construction materials such as cement, lime, gravel pile site should be located Weidang
measures, and Gabon cloth cover to reduce rainwater pollution.
Construction
transport
vehicle
(1) The construction site entrance set flush vehicle facilities, enters the vehicle must be clean, car
cleaning equipment and site exit shall be paved with concrete roads, asphalt or hard core sediment,
will not bring out of the site.
(2) Engaged in earthwork, slag and construction waste transport and use a closed transport vehicles.
Precasting (1) Concrete mixing wastewater may not discharge, collection and processing by sedimentation tank
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Item Elimination Measures for Environmental Impact Implementation
institution
Supervision
institution
Monitoring
institution
yard returned to field watering dust suppression measures, after the end of construction sedimentation
tank shall be covered soil burying, and ecological restoration.
Construction
noise
(1) The large vibration of the fixed mechanical equipment (such as mixer etc.) should be the
installation of vibration reducing machine.
(2) Fixed noise source should be equipped with soundproof hood (such as the TRAM) or placed in
indoor operation.
(3) Strictly control construction time, away from the residential area to within 150m of the
construction site, the construction machinery noise at night (22:00-06:00) to stop the construction.
Others
(1) The works completed before responding to destroy the land ecological restoration, restoration of
at least before construction.
(2) In the process of construction of arable topsoil stripping should be temporarily stacked on a site
within the relatively flat area, and the use of bagged soil temporary retaining, surrounding the
establishment of temporary drain and settling measures, and the dustproof net cover, after the end of
construction for the construction camp of ecological restoration.
(3) Construction site is strictly prohibited to burn all kinds of waste.
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Item Elimination Measures for Environmental Impact Implementation
institution
Supervision
institution
Monitoring
institution
Construction
equipment
management
Dripping oil pollution
control
(1) Try to use advanced equipment, machinery and effectively reduce the run, run, drip, leak quantity
and mechanical repair times, thereby reducing oil and sewage production.
(2) In the inevitable run, run, drip, leak process as the solid absorbent materials ( such as cotton,
wood, oil absorption paper), the waste oil collection into a solid material, avoid the generation of
excessive oil sewage.
(3) Machinery, equipment and transport vehicle repair and maintenance to focus on the various
sections of the Department of repair points, in order to facilitate the oily sewage collection.
(4) In mechanical repair facilities should be set of horizontal flow sedimentation tank, oil sewage
from the sedimentation tank is collected, the acid-base neutralization, precipitation, grease, slag and
other simple treatment before discharge, after the end of construction sedimentation tank shall be
covered soil burying, and green.
(5) Equipment repair places the ground should be hardened, anti-seepage treatment, to avoid leaking
oil-contaminated soil.
(6) The establishment of equipment repair, maintenance records, according to the running situation
of the equipment for regular maintenance.
Equipment noise control
(1) Construction unit must be selected in line with the relevant national standards of construction
machinery and transport vehicles, as far as possible selection of low noise of construction machinery.
(2) The large vibration of the mechanical equipment should install the damping frame is fixed, fixed
the strong noise sources should be considered with sound-proof cover (such as the TRAM) or placed
in indoor operation.
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Item Elimination Measures for Environmental Impact Implementation
institution
Supervision
institution
Monitoring
institution
(3) Strengthen the various types of construction equipment maintenance and repair, maintain its good
operation, in order to fundamentally reduce the source of noise and vibration.
Equipment tail waste gas
control
(1) Construction unit must select construction machinery and transport equipment in line with
national health standards to ensure that the waste gas emissions in line with national standards.
Solid waste control
(1) The sporadic produce harmful wastes (oil gloves, gauze in first class) by the project department
shall entrust qualified entity recycling disposal.
(2) Leak into the soil oil should be timely use of scraping device collection storage, transport to a
qualified treatment field centralized treatment.
(3) In the machinery, equipment and transport vehicle repair maintenance can not be concentrated in
various sections of the Department of repair points, should use the container or solid sorbent
materials absorb device to generate the oily wastewater, collection storage after Sinotrans Sinotrans
treatment, location should be selected with this kind of waste disposed near the qualification for
disposal.
Environmental
protection of
construction
Site leveling
(1) Produce waste slag should be timely removal, engaged in earthwork, slag and construction waste
transport, must use a closed transport vehicles.
(2) Watering dust to reduce dust pollution.
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Item Elimination Measures for Environmental Impact Implementation
institution
Supervision
institution
Monitoring
institution
camp
implementation
code
Life sewage control
(1) Canteens should set up separate oil pool, and shall entrust the removal units timely cleaning,
removal units required to hold the approval of relevant departments of waste disposal qualification
certificate and business license.
(2) The construction site should be set up temporary toilets and septic tanks, temporary toilets septic
seepage treatment should do.
(3) The construction site should set the drainage ditch and precipitation pool, dining room, bathroom,
shower water pipelines should be set filters, construction sewage through precipitation before
discharging into municipal sewage network or river, also should ensure that the drainage ditch is
neat, smooth drainage.
(4) The construction site should keep the drainage unobstructed, black smelly water, no anywhere
soil phenomenon.
(5) Ban direct to along the sewer dumping, the discharge of various life sewage, not on the
construction camp stacked near waste and construction debris.
Life waste gas control (1) Construction camp food is subject to the local environmental protection departments, the use of
natural gas, electric power and other clean energy.
Solid waste control
(1) Recyclable waste (such as paper etc.) should be entrusted to recycling and disposal.
(2) The construction site should be set closed garbage station, and garbage collection, and shall
timely removal treatment.
(3) Canteens should set closed swill bucket, and shall timely removal.
(4) Septic entrusted shall promptly cleaning, and construction will end in septic soil burial.
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Item Elimination Measures for Environmental Impact Implementation
institution
Supervision
institution
Monitoring
institution
Ecological impact control
(1) Completion of the construction project within a month, temporary facilities shall be removed
prior to construction, and repair of the state.
(2) In the process of construction, arable topsoil stripping should be temporarily stacked on a site
within the relatively flat area, and the use of bagged soil temporary retaining, surrounding the
establishment of temporary drain and settling measures, and the dustproof net cover, after the end of
construction for the construction camp of ecological restoration.
Other requirements
(1) The construction site temporary facilities prohibit the use of clay brick, and shall comply with the
safety, fire safety requirements and the relevant provisions of the state.
(2) The construction camp and construction division is clear, and we should take corresponding
measures, and guarantee the construction camp of neat and orderly.
(3) The construction camp various wastes are prohibited to burn.
Construction
material field
environmental
protection
practice
En
viro
nm
ent im
pact co
ntro
l
of so
il-taken
field
Overall
requirements
(1) In the construction of deep excavation should be avoided as far as possible, the excavation and
filling balance, such as debit, priority should be given to the procurement of goods of earth or
coordination of urban construction projects soil, to avoid a single set of soil, can fundamentally
eliminate the soil 's impact on the environment.
(2) Projects should take soil soil concentrated manner, in order to reduce the amount of soil.
Dust control (1) In soil-taken operation, it is necessary to pay attention to watering dust, to reduce the excavation
the dust pollution.
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Item Elimination Measures for Environmental Impact Implementation
institution
Supervision
institution
Monitoring
institution
Ecological
impact control
(1) in the excavation work, should be reserved for surface soil, land reclamation, soil should be
temporarily stacked on a site within the relatively flat area, and the use of bagged soil temporary
retaining, surrounding the establishment of temporary drain and settling measures, and the dustproof
net cover, after the construction of ecological restoration for soil.
(2) After completion of the project should be carried out in vegetation restoration.
Landscape
control
(1) In accordance with the project EIA report, take corresponding measures to protect the
environment
En
viro
nm
ental im
pact co
ntro
l of resid
ue field
Overall
requirements
(1) Such as the generation of waste, should be considered first in situ or to any other site recycling,
or for the return of soil vegetation restoration, to avoid a single set of discarded soil field, can
fundamentally eliminate the soil’s impact on the environment.
(2) When it is cannot be recycled, should first investigate local whether a specified construction Slag
satisfied eliminate the place, if any, should be in accordance with the provisions of Slag removal
procedures, transported to the designated place of consumption.
Dust control
(1) Residue field should compaction in layers, can effectively inhibit the generation of dust.
(2) To take water spray dust suppression mode and reduce the surface exposed to bring the dust
pollution.
Ecological
impact control
(1) Before approach of residue field, the surface soil digging out for land reclamation, soil should be
temporarily stacked on a site within the relatively flat area, and the use of bagged soil temporary
retaining, surrounding the establishment of temporary drain and settling measures, and the dustproof
net cover, after the end of construction for the residue field ecological restoration.
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(2) Sampling should be performed after vegetation restoration.
Water loss and
soil erosion
prevention
scheme
Construction area of main
body project
(1) May not be in the ground runoff pool surface shall not be stacked in the stacking; project near
roads or rivers sensitive area; shall not be stacked in affecting construction or road unobstructed
areas; as stacked in the low-lying idle land, to reduce the protection engineering quantity. The topsoil
is stacked on both sides of the subgrade requisition range; in order to avoid earth slide in the pile of
earth, set around the braided bag temporary blocking; temporary storage of Topsoil Used in late
slope greening soil.
(2) Should be timely slope protection on subgrade slope protection, in principle, because this project
contains the roads were so considering urban road, on both sides of the land development, ecological
protection, should be the main light retaining supplemented. Combine with the engineering
geological and hydrological conditions, the fill road section adopts the geonet grass protection local
sections, by retaining wall.
(3) Temporary earthwork stacking set with fences, prevent being washed.
(4) Subgrade drainage outlet desilting basin.
Construction production
control area
Construction control points of the production zone for soil and water loss, due to the vehicle from the
frequent and stacking need, it shall all the venues hardening of cement.
Construction road control
area
(1) The rainy season should be in the project area of low-lying land outside the boundary set
temporary blocking gutter, in case of rain.
(2) On Soil and pile material dust network coverage, and set the block, to prevent being washed.
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(3) Reasonable arrangements for the project, shorten the temporary land use time, completed the
construction of Temporary Land Restoration Vegetation and reclamation.
(4) For the new road construction, must do a good job of protective engineering and drainage
engineering.
(5) Reasonable arrangements for the project, shorten the temporary land use time, completed the
construction of Temporary Land Restoration Vegetation and reclamation.
Construction camp control
zone
(1) The sheds and hardening region other than the part temporary green, sowing and planting grass
shrub, afforest and beautify the environment to camp.
(2) Built brick drainage ditch to quickly exclude site water.
(3) At end of the project, demolish sheds and harden region, land renovation and restoration of
vegetation.
Soil-taken field control
zone
(1) Soil sampling operation before should advance construction essential drainage measures: in the
soil surrounding the establishment of a drainage ditch, exports of desilting basin, the rain water is
discharged into natural water sediment near; soil slope platform and soil slope is arranged on the
outer side ditches, drainage ditch is communicated.
(2) As far as possible to dig down a soil restoration, a green transformation, a piece of, prevent
excavation causes large area bare surface, leading to severe soil erosion, greening measures before
the implementation of the topsoil, filled to the Green Zone, and the implementation of land
consolidation measures.
(3) Soil slope vegetation measures is difficult in the short term rapid recovery, meet strong rainfall
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for temporary coverage, lest the runoff scouring slope.
(4) Complete construction on Soil Restoration Vegetation and reclamation.
Slag control zone
(1) If it is difficult to implement, need to set the residue field, should choose or low-lying land as the
residue field.
(2) Slag according to topographic features in the residue field of lower building slag blocking wall,
slag retaining wall construction should be based on residue stacking position and terrain feature set,
security, economic, reasonable.
(3) In the abandoned dreg site upper repair intercepting ditch interception runoff, construction of
desilting basin ends. When intercepting ditch terminal gradient is larger, with energy dissipation
facilities.
(4) Residue should be timely rolled out a drainage ditch.
( 5) Complete construction on ecological restoration of Abandoned Dreg Field.
Ecological recovery
(1) Ecological restoration should make the best use of site cleaning process in the storage of topsoil,
not the new earth.
(2) Greening work should be used in combination with grass, i.e. selection of afforestation tree plant
at the same time selection part of the growth of higher density of evergreen broad-leaved shrub
destroyed plants, comprehensive afforest, leaving no space, to prevent the invasion of alien species.
(3) Greening plants to prohibit the use of exotic species.
Protection of cultural relics (1) If the construction is found during the unmovable cultural relics (including ancient sites, ancient
tombs etc.), it should immediately stop construction, the construction supervision to protect the site,
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without treatment, and immediately reported to the local cultural relics administrative departments.
(2) In the cultural relics administrative departments for cultural relics were identified, after cleaning,
the construction unit should develop cultural construction method, and with the consent of the
departments of cultural relics consent before construction.
(3) In case of discovery of movable cultural relics (including the time life, production and other
objects), should take the initiative to give the cultural relics administrative departments, may not
have been occupied.
Construction traffic management
(1) Reasonable arrangements for the project, shorten the temporary land use time.
(2) Engaged in earthwork, slag and construction waste transport, must use a closed transport
vehicles.
(3) In the construction of pavement 50m with patches of residents, the night should be banned in the
road transport building materials.
(4) The construction of transport vehicles should avoid local traffic peak hours, to prevent traffic
congestion and accidents.
(5) Construction vehicles should be provided in a lane, it is forbidden to travel route, damage to
farmland and woodland.
Traffic safety
(1) For driver safety driving, the vehicle according to the road planning route running, shall not be
arbitrarily changed routes and lane.
(2) Improve driving technology, the provisions of driving personnel must have license.
(3) Limit the running time, the driver turns driving. Avoid the dangerous road and time travel,
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thereby minimizing accidents, vehicles, pedestrians should be in accordance with the signals to pass,
obey the traffic police command.
(4) Mounted on the truck speed control system, supervision and driver.
(5) The timely purchase of spare parts vehicle maintenance, avoid because of equipment failure or
components of premature failure and serious accidents.
(6) Minimize the pedestrians and vehicles using the road construction of confounding, crossing the
road to go the pedestrian crossings or pedestrian bridges, underpasses, and motor vehicle forcibly.
(7) Improve sign visibility and enhance traffic safety.
(8) In the vicinity of the school community traffic safety and pedestrian safety education.
(9) Emergency staff to coordinate to ensure that in the event of an accident to provide appropriate
first aid to local procurement of materials to reduce the transport distance in construction use of large
van in order to reduce the traffic volume. The traffic safety restrictions, by road signs and signals
officer reminding pedestrians and other vehicles of dangerous traffic situation.
In sensitive sections, such as schools, hospitals, nursing homes and residential area, commercial area
to build a temporary footbridge to ensure the safety of pedestrians crossing the street
(10) As far as possible to obtain raw material locally to shorten the transportation distance, to use the
bus and other transportation workers, as far as possible to reduce the use of foreign vehicles.
(11) To avoid the transportation vehicle overload, and to transport vehicle cover to avoid
transportation there, want detailed plan vehicle transportation routes and time, avoid transport
vehicles in the central area, the traffic to and area residents travel for demanding sections, according
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to the actual situation to make night transportation of transit. Lime soil leakage was clear in time to
reduce dust pollution.
(12) In excavation of road to set the warning sign with light tip in night;
Hazardous and flammable and explosive
materials
(1) When gasoline and diesel oil delivery to the site, the inspection personnel should be carefully
check the packaging is intact, whether there is leakage, such as leakage should be rejected returned.
(2) The construction of production area for oil and chemical solvent such items should be a special
warehouse, and set up warning signs, the ground should be seepage prevention treatment, and
prepare the absorption bag/sand/sawdust and other emergency materials.
(3) Emergency response plan, construction before approaching the workers responding to provide
training.
Public participation
(1) The bulletin board set at the construction site, name of the project, main construction contents of
announcement, the construction time and other information, and shall make public announcement
complaints with suggested contacts.
(2) Arranged for environmental protection professional technical staff to answer the public about the
environmental protection question.
(3) Nocturnal continuous construction, shall handle the relevant formalities, and notice the
surrounding residents, bulletin information should include continuous start-stop time and
environmental protection departments of the night construction permits.
(4) If the construction is required to break the municipal services (including water, electricity,
telephone and bus lines, etc.) should be at least five days in the project and the affected residents,
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enterprises post notice to inform the public, and indicate the starting and ending time interrupt
service.
(5) From all the public opinions, problems should be documented, in response to public questions,
should be timely answer, respond to all comments, answer, respond to the results should be recorded
and archived, and accept the supervision institution examination.
Social environment impact control
(1) In strict accordance with the relevant provisions of national and Jiangxi Province the subsidy
standard, and in light of local conditions, and the requisition, demolition households signed an
agreement, will be land acquisition, relocation subsidies cost in time to concerned village group and
individual to fully promote democracy and respect for citizens' basic rights, accomplish reasonable
allocation, use the compensation fees; reasonable allocation of land and resettlement of labor, to
implement the relevant policies.
(2) The construction of transport vehicles should avoid local traffic peak hours, to prevent traffic
congestion and accidents.
(3) The proposed road construction during the occupation or destruction of the local road, after the
end of construction should be carried out to shift or protective treatment, and pavement restoration
and landscaping, and pay the local government a fee, to preserve the local government and residents'
legitimate interests.
Landscape impact control
(1) In order to strengthen the project and surrounding landscape harmony, coordination, filling,
excavation slope with the natural ground phase edge then, can use the arc slope to improve its visual
effect. The slope surface should be a rough surface, so that the surface can be taken to prevent or
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grassing measures such as retaining wall can be used. Shielding method for planting, planting shrubs
and trees often be masking, also can be planted vines, in order to improve the visual effect.
(2) In view of road construction along the sides of many arrangement, should be advised to increase
environmental propaganda, improve the management staff and construction staff awareness of
environmental protection, the prohibition of the life and production of waste disposal.
(3) Residue field, building materials of the dumps, strictly within the area of operations, which is
prohibited due to arbitrarily discarded pollution landscape environment.
(4) After the completion of the project, should be timely cleaning residue field, material field, road
construction and construction camp and other venues within the dirt and garbage, leveling the
ground, try to restore the original landform and vegetation, the engineering construction and the
surrounding natural environment harmony.
Construction safety
(1) The construction site should be easy to produce the occupation disease harm in the job positions
and equipment, places to set up warning signs or warning.
(2) Regularly engaged in toxic and hazardous operation personnel occupation health training and
examination, guiding the operation of personnel in the proper use of occupation disease protection
equipment and personal labor protection articles.
(3) Construction unit for the construction personnel safety helmet, safety belt and engages with the
types of matching the safety shoes, clothing and other personal labor protection articles.
(4) The construction site should use the low noise equipment, promote the use of automation, the
sealed construction process, reduce the mechanical noise when in operation, and the operator should
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wear ear plugs hearing protection.
(5) The basement waterproof anti-corrosion, and other operations can not guarantee a good natural
ventilation operation area, should be equipped with forced ventilation facility operators in toxic and
harmful gas workplace should wear a mask or respirator.
(6) In the workplace dusts, should take the watering and other facilities to reduce dust concentration,
the operator should wear anti-dust masks; welding operation, the operator should wear protective
masks, goggles and gloves and other personal protective equipment.
(7) The high temperature operation, the construction site should be equipped with cooling products,
reasonable arrangements for work and rest time.
Health medical
(1) The staff meals, drinking water and rest places of construction site should conform to the hygiene
standards.
(2) The dormitory, dining room, bathroom, toilet due to ventilation, lighting, daily maintenance
should be attended.
(3) The construction site must be set to open the window of dormitory, dormitory beds shall not
exceed two, prohibiting the use of beds.
(4) Canteens should be relevant departments issued a valid health permit, all kinds of specification
for apparatus for cleaning. Cook should hold valid health permit.
(5) Canteens should be set up in the toilets, garbage station, away from toxic and hazardous sites and
other pollution sources.
(6) Canteens should be set up an independent production room, storage room, the door below should
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be not less than 0.2m rats preventing baffle.
(7) The toilet, health facilities, drainage ditches and damp areas should be disinfected regularly.
(8) Living area should be set a sealed container, regularly fly, timely removal.
(9) The construction site should set up a clinic, with health care kit, commonly used drugs and
bandages, tourniquet, neck support, stretcher and other emergency equipment.
(10) Construction of infectious diseases, food poisoning, acute occupation poisoning, should be
timely to the occurrence of the health and epidemic prevention departments and construction
departments report, and in accordance with the health and epidemic prevention departments of the
relevant provisions of the disposal.
Operation stage
Environmental risk control
(1) The formulation of operation period of dangerous goods transportation accident emergency
measures.
(2) Strengthen traffic management, the project start and finish setting speed, Jinming signs, to control
the traffic noise pollution.
(3) In schools, hospitals, large residential district department facilities painting sidewalk ( zebra ),
special environment sensitive point add signal lamp, protection of people travel.
Owner Provincial
Project
Management
Office, each
county (city)
project office,
owners,
county (city)
environmental
protection
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agency and
the
Department
of
transportation
6.3.2.2 Generic environmental codes of practice during construction period (Special ECOPs)
See Table 6-3-2 for mitigation measures for environmental impact during construction period of the project;
Table 6-3-2 List of mitigation measures for special environmental impact during construction period
Item Mitigation measures for environmental impact Implementation
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1. Mitigation measures
for ecological impact
1) Land
requisition
relocation
Involving 14 households, 13 households have been relocated to the
residential area, focused on the Shangrao County Zunqiao VillageZhouwu
village. In Zaotou Town weeks village require the demolition of 1
abandoned temporary housing. World Bank Shangrao Sanqingshan loans in
accordance with the Airport Project Resettlement action plan to implement
the demolition work placement.
Sanqingshan
Airport Co., Ltd.
Shangrao City airport
office, Shangrao City
Construction Bureau
2) Occupied
farmland
compensation
In the expropriation of farmland should be strictly in accordance with
national and Shangrao City requirements, implementation of land
acquisition approval procedures, ensure farmland occupy filling balance,
quality and quantity is not reduced, at the same time attention topsoil
Sanqingshan
Airport Co., Ltd.
Shangrao City airport
office, Shangrao City
Land and Resources
Bureau
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stripping and protection.
3) Forest
compensation
In accordance with the provisions of woodland requisition formalities, pay
the recovery fee of forest vegetation.
Sanqingshan
Airport Co., Ltd.
Shangrao City airport
office, Shangrao City
Forestry Bureau
4) Vegetation
protection
Peel region accounted for surface mellow soil, temporarily stacked in
syndrome region free, take temporary protective measures, after the end of
construction for field construction area and outside the temporary area of
the soil; green plant.
Construction unit Shangrao City
Environmental
Protection Bureau,
Sanqingshan Airport
Co., Ltd.
5) Camphortree
transplant
In accordance with the established Camphortree transplant program, carry
out transplant of Camphortree (3722 strains) distributed in occupied area as
far as possible to ensure that the survival rate.
Jiangxi Yuanquan
Co., Ltd.
Shangrao City
Forestry Bureau,
Sanqingshan Airport
Co., Ltd.
6) Animal
protection
No construction project area for hunting birds, construction time and
manner, reduce the construction noise on the birds interference.
Construction unit Shangrao City
Forestry Bureau,
Sanqingshan Airport
Co., Ltd.
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2. Water and soil
preservation measures
1) Main body
project prevention
area
Site leveling, first carry out the region's topsoil stripping.
Site leveling, first along the field area flat area inside edge fixed drainage
ditch, the water outlet of desilting basin, in the construction of road side
drainage ditch excavation temporarily, and the field leveling area edge
drains;
The presence of two sides of side clearance excavation slope and
embankment slope drainage ditch, to intercept and rainwater collected and
drained to off-site drainage system; in the embankment slope setting
drainage ditches to prevent rain erosion slope;
The area around the junction after site formation will be formed in
excavated slope and embankment slope, using masonry slope protection
grid.
Construction diversion of rain and sewage system;
Terminal area is subject to the functional zoning of green plant, flight area
the low grass green.
Construction unit,
supervision unit
Shangrao City Water
Conservancy Bureau,
Sanqingshan Airport
Co., Ltd.
Entrust the
qualified unit to
carry out
monitoring of
water loss and soil
erosion
2) Temporary land
prevention area
Construction site leveling, in venues surrounding the establishment of
temporary drain, at the same time with the airport ditch connected; after the
construction, the construction site resulting hardened layer removal and
crushing treatment, removal of the hardened layer backfill soil.
Topsoil temporary yard accumulation slope toe setting soil bag wall of
temporary retaining, in the surrounding the construction of temporary
drainage ditch drainage ditch, in the end of desilting basin, bare surface of
the tarpaulin cover.
To prevent road surface erosion, construction road side drainage ditch and
the construction of temporary construction shortcut digging and filling in
Construction unit,
supervision unit
Shangrao City Water
Conservancy Bureau,
Sanqingshan Airport
Co., Ltd.
Entrust the
qualified unit to
carry out
monitoring of
water loss and soil
erosion
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sedimentation basin; slope, using the spray sowing grass shrub slope
protection.
3. Mitigation measures
for noise impact
1) Construction
machinery
Reasonably arrange construction machinery usage, reduce noise equipment
use time, and strengthen all kinds of construction machinery repair and
maintenance.
Construction unit,
supervision unit
Shangrao City
Environmental
Protection Bureau,
Sanqingshan Airport
Co., Ltd.
Entrust the
qualified unit to
carry out
monitoring of
construction noise
2) Construction
time
Strictly limit the piling machinery used at night, the distance from the
airport boundary near the water tower village and yellow dock Village
residents of the nearby construction, should be arranged in the daytime.
3) Noise
protection
In the structure of construction stage, on concrete pump, concrete tanker
can make tents surrounding noise reduction.
4. Mitigation measures
for waste gas impact
During the construction period shall timely on-site storage of earthwork sprinkler, to keep it
moist surface, or take cover in the manner of treatment, to reduce the amount of dust generation.
Avoid outdoor stack building materials, fine particulate material to storage, handling light to
prevent the packing bag rupture.
Limit entry transport vehicle running speed, and to transport lime, cement, earthwork and
construction waste and so easy to produce dust of the vehicle to be close cover, avoid the drop.
Import site vehicle to wheel for cleaning or sweeping, avoid the dirt into the township road.
The construction site sets retaining or partial enclosure to reduce the construction dust diffusion
range and reduce dust on peripheral ambient air pollution.
Construction unit,
supervision unit
Shangrao City
Environmental
Protection Bureau,
Sanqingshan Airport
Co., Ltd.
Entrust the
qualified unit to
carry out
monitoring of
waste gas
5. Mitigation measures
for water impact
1) Construction
waste water
Construction area set sedimentation tank, the drainage into the
sedimentation tank after precipitation the upper clean water can be used for
the construction site dust and vehicle cleaning operations.
Flushing sand stone, concrete mixing and conveying equipment flushing
waste water can be recycled without discharging into the settling tank.
Construction unit,
supervision unit
Shangrao City
Environmental
Protection Bureau,
Sanqingshan Airport
Co., Ltd.
Entrust the
qualified unit to
carry out
monitoring of
waste water
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2) Life waste
water
In the construction site within the set of aqua, living wash and restaurant
wastewater centralized collection way, by the sedimentation for field of
dust.
6. Mitigation measures
for groundwater
impact
1) Drainage In the process of construction need to do a good job of surface drainage
work, slope toe, Ma should set the drainage ditch, avoid the infiltration of
surface water groundwater pollution.
Construction unit,
supervision unit
Shangrao City
Environmental
Protection Bureau,
Sanqingshan Airport
Co., Ltd.
Entrust the
qualified unit to
carry out
monitoring of
underground
water
2) Monitoring of
water quality and
water quantity
Pay attention to the engineering deep lots of groundwater quantity and
quality (including pH, permanganate index, total coliforms, ammonia
nitrogen, total hardness, anion synthetic detergent, volatile phenols,
petroleum) were monitored.
7. Mitigation measures
for solid waste impact
1) Construction
garbage
Construction waste at the end of construction should be promptly after the
removal.
Construction unit,
supervision unit
Shangrao City
Environmental
Protection Bureau,
Sanqingshan Airport
Co., Ltd.
2) Municipal soldi
waste
Life rubbish temporary storage and sent to the municipal refuse treatment
system for disposal.
8. Measures for
cultural relics
protection
According to world bank’s business policy for OP4.11 artifacts, the contractor assigned
personnel before the approach to protect cultural relics shall organize the training and capacity
strengthening and other activities, such activities. It is necessary to directly include in the project
content, but not delay to possible future action for, the costs also should be included in the total
cost of the project; construction if the accidental discovery of suspected artifacts should
immediately stop construction and organization of the scene protection, notify the local cultural
relics administrative departments, the related departments to confirm before continuing to
operate; in suspected heritage identification and protection period, the contractor may arrange
does not affect the suspected heritage identification and protection work of the other.
Construction unit,
supervision unit
Shangrao City Cultural
Relics Bureau,
Sanqingshan Airport
Co., Ltd.
9. Public interference Bulk material transport should avoid the town fair trade road or fair trade day; Construction unit, Shangrao City
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Transportation at night, to slow to a crawl, forbid whistle;
Ensure the construction behavior without damaging adjacent public service facilities;
The construction of the temporary occupation of the passageway, in addition to obtain municipal
approval, must build temporary road pedestrian safety; construction site water or construction
vehicles pedestrian splash effect, should be ruled out water, while the construction of transport
vehicles in the sections of water retarder;
The construction site is arranged in the position of billboard, including engineering contractor,
construction supervision units and the local environmental protection bureau hotline phone
number and name of the contact person, so that the masses by the construction will bring noise,
air pollution, traffic and other adverse effects with the relevant departments to contact.
supervision unit Environmental
Protection Bureau,
Sanqingshan Airport
Co., Ltd.
10. Health and safety
For the construction to provide a contagious disease prevention knowledge;
To the construction workers with adequate supplies;
In the surrounding construction site to the public security knowledge;
At the construction site to set the hazard warning signs, banning the public into construction site
and other dangerous places.
Construction unit,
supervision unit
Shangrao City
Environmental
Protection Bureau,
Shangrao CityPublic
Health Bureau,
Sanqingshan Airport
Co., Ltd.
11. Construction camp
The team construction to implement environmental responsibilities in management, engineering
contract, should include the provisions of the environmental protection, the construction
machinery, construction method, construction schedule proposed environmental protection
requirements, as well as in the process of construction dust, noise emission intensity and other
constraints and measures. Require construction unit according to the requirements of
environment protection and construction, and the construction the process of the implementation
of environmental protection measures for inspection and supervision.
Construction unit,
supervision unit
Shangrao City
Environmental
Protection Bureau,
Sanqingshan Airport
Co., Ltd.
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6.3.2.3 Specific Code of Environmental Management during operation period (Mitigation Measures in Operation Stage)
See Table 6-3-3 for mitigation measures for specific environmental impact during operation period of Shangrao Sanqingshan Airport Project.
Table 6-3-3 List of mitigation measures for specific unfavorable environmental impact
III. Operation stage
1. Mitigation measures
for ecological impact
1) Field green Choose suited to the local climate, soil conditions and native plant,
according to different purposes and different airport regional function, do
point (single building near the small green), line (all kinds of traffic roads
on both sides of the avenue, green belt), surface (concentrated in the
terminal area of the big piece of green) combination, carefully configured,
to achieve good greening effect.
Sanqingshan
Airport Co., Ltd.
Shangrao City
Environmental
Protection Bureau
2) Maintenance of
Camphortree
In accordance with the established transplanting plan careful conservation,
improve the survival rate.
Jiangxi Yuanquan
Co., Ltd.
Shangrao City
Forestry Bureau
3) Measure for
expelling bird
Develop a special management system, record information on bird
activities and carry out bird prevention training.
Sanqingshan
Airport Co., Ltd.
Shangrao City
Environmental
Protection Bureau
Adopt professional bird driving equipment.
Carry out management of airport site environment and reduce the birds
regularly to attract publicity surrounding the airport. People feeding
Columba Livia on flight safety hazards, is strictly prohibited in the airport
perimeter folk racing;
2. Mitigation measures
for noise impact
1) Planning
control
The airport authorities and local government, should be combined with the
future development of the airport, and do well the surrounding land use
planning, according to the target year 2020 airport noise prediction results,
at a distance of 3-4 km runway ends, sides 0.5 km within the scope of
Sanqingshan
Airport Co., Ltd.,
Shangrao City
Planning Bureau,
Shangrao City
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planning control to avoid planning and construction of residential,
educational, medical and scientific research institutions are sensitive to
noise building.
Land and
Resources Bureau,
Shangrao City
Environmental
Protection Bureau
2) Sound
insulation
measures
According to the Leq results, to the airport around 563 households using
noise control measures related to Shangrao Zunqiao Village Xiawutang110,
Shanghuangwu 71 County households households, Shangrao Zaotou
TownBeilong 90 Cangting 230 households households, county, district
Maojialing water tower Xujia 62 households, 563 households in total
(including 227 noise influence households). The measures proposed
combination of tracking to monitor the situation, implementing step by step
to reduce social impact.
Sanqingshan
Airport Co., Ltd.
Shangrao City airport
office, Shangrao City
Environmental
Protection Bureau
Entrust the
qualified unit to
carry out
monitoring of
noise
3. Waste gas impact
mitigation measures
Boiler flue gas The airport boiler use gas boiler, which belongs to the clean energy, flue
gas through the chimney flue gas emissions higher than 8m. The
concentration of pollutant emissions shall meet the boiler air pollutants
emission standards (GB13271-2001) two kinds of zone II time standards,
does not need to take the desulphurization and dust removal measures.
Sanqingshan
Airport Co., Ltd.
Shangrao City
Environmental
Protection Bureau
Entrust the
qualified unit to
carry out
monitoring of
waste gas
4. Surface water
impact mitigation
measures
1) Life sewage Newly construct scale of 10m3/h sewage treatment station, with MBR
process, part of the sewage treatment standard for washing, flushing,
remaining sewage through municipal facilities sewage pipe networks into
the sewage treatment plant of Shangrao City.
Sanqingshan
Airport Co., Ltd.
Shangrao City
Environmental
Protection Bureau
Entrust the
qualified unit to
carry out
monitoring of
waste water 2) Initial sewage
of oil depot area
The airport early rain (rainfall began 15 min after rain) can enter the
cofferdam, the initial rainwater by type oil-water separator after
Made by Beijing Guohuan Tiandi Environmental Technology Development Center Co., Ltd.
279
pretreatment, which can enter the airport sewage treatment station for
further processing.
5. Groundwater impact
mitigation measures
1) Seepage control
measures
In order to prevent oil, gas station and sewage treatment plant modulates
pool facilities such as leakage, should be regularly on oil and gas station
cofferdam bottom and the sewage treatment plant modulates pool bottom
investigation, suggested that once a month, if the breakage should be
repaired in time, avoid contamination leakage and infiltration to
groundwater.
Sanqingshan
Airport Co., Ltd.
Shangrao City
Environmental
Protection Bureau
Entrust the
qualified unit to
carry out
monitoring of
waste water
2) Groundwater
monitoring
At 50m of the area of oil depot and sewage treatment plant, regulate pond
northwest side are respectively provided with groundwater monitoring
well, stamped with the seal of groundwater samples collected regularly, on
the collected water sample petroleum class and the COD pollution factors
were monitored, once found anomalies, immediately stop the oil depot oil
and sewage pool drain to check the leak point.
6. Mitigation measures
for solid waste impact
1) Aviation
garbage and
domestic garbage
Aviation and domestic garbage deposited in the rubbish temporary storage,
sorting through the air after the non-recyclable garbage and refuse to refuse
landfill of Shangrao City.
Sanqingshan
Airport Co., Ltd.
Shangrao City
Environmental
Protection Bureau
Entrust the
qualified unit to
carry out
monitoring of
waste water
2) Effluent oil
treatment
Oil depot oil stored in a slop tank, by the Jingdezhen Longteng Carbon
Fuel Technology Co., Ltd. regularly receive treatment.
Made by Beijing Guohuan Tiandi Environmental Technology Development Center Co., Ltd.
280
7. Environmental risk
prevention measures
1) Leakage
prevention
measures
In the oil storage area and related areas set up monitoring probe, to the
surrounding environment of the flammable and explosive gas monitoring at
all times, so that in the first time to find material leak accident, and
determine the accident;
Regular inspection of oil storage tank, connecting pipelines and control
valves, timely maintenance and replacement of damaged parts of the
original, on the part of the components of the maintenance, to reduce the
possibility of accidents;
In strict accordance with the fuel storage area to standardize the operation,
avoid material storage conditions changed as a result of accidents;
Avoid in jet fuel storage area of civil construction, in order to reduce the
accident resulting in the tank and pipeline valve failure;
Oil tank zone patrolling, prevent the theft destroys the tank, piping, valves
and related accessories, causing the accident; in the receiving oil tank valve
interface, etc. shall set up warning signs;
Once the occurrence of oil reservoir and oil spill, should immediately close
all operations of the tank valve, stop fuel delivery, check the oil-water
separation tank and tank bottom valve, closing the entrance and exit. In
order to prevent the massive oil spill through the oil separation tank into
the airport drainage system, should be promptly will reserve oil-absorbing
cotton or sediment diffusion of spilled oil fixed, to avoid airport sewage
treatment station shock;
Sanqingshan
Airport Co., Ltd.,
Oil Material
Company
Shangrao City
Environmental
Protection Bureau
Entrust the
qualified unit to
carry out
monitoring of
accidents
2) Fire explosion
accident
prevention
Work area to prohibit all ignition sources (including high heat source).
Set in the work area fire monitoring alarm, convenient in a fire, the first
time signal, and take corresponding measures to further expand, avoiding
Made by Beijing Guohuan Tiandi Environmental Technology Development Center Co., Ltd.
281
fire.
In the working area equipped with corresponding fire-fighting equipment,
and ensure the quantity and quality of clearance.
Gas station and storage tanks, piping, breathing valve, safety valve, flame
arrester, flange jumper and electrostatic grounding device must be
inspected regularly, maintenance, maintain a good working state.
The production staff to master the operating technology and fire safety
management regulations.
3) Accident water
treatment
measures
Use depot cofferdam as fire accident pool and ensure fire accident of water
does not enter the outer environment.
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6.4 Institution Strengthening
6.4.1 Personnel training plan
Environmental protection training aims to make the project parties are familiar
with the environmental management plan, as well as national and local related project
construction and operation of environmental protection requirements, to promote
environmental protection measures.
Environmental capacity building is the main object of environmental
management and environmental supervision, their training is the project technical
support part training courses include on Construction unit and worker training. In the
project before construction begins, all of the Construction unit, a business unit,
construction supervision, environmental supervision required to attend mandatory
environmental, health, safety training.
Sanqingshan Airport Co., Ltd. is responsible for is responsible for organizing the
project before training, by the specific environment executive technical experts.
Specific training programs are shown in table 6-4-1.
Table 6-4-1 Training plant for environmental management personnel
Object Training Contents Number Time
(day)
Unit price
(10,000
yuan/day)
Expense
(10,000
yuan)
283
Object Training Contents Number Time
(day)
Unit price
(10,000
yuan/day)
Expense
(10,000
yuan)
Contractor and
construction site
environmental
protection specialist
1. Introduction to environmental
management plan in the construction
phase of the environmental effect and
protection measures;
2. Airport and related engineering
environment sensitive areas and the
existing problems, environmental
protection target table;
3. Cultural relics, protection and
respect the local custom of grave
public education;
4. Construction noise and simple
monitoring method and control
measures of (self testing );
5. Violations of law, regulations and
the contract penalties;
6. Environmental management
reporting system and environmental
complaint handling mechanism;
7. Emergency measures.
Each
contractor
2 persons
2 3 6
Environment
supervision engineer
1. Relevant measures and
requirements of environmental
management plan;
2. Construction laws and regulations
of environmental protection,
construction planning, supervision
rules of environmental protection and
the requirements of safety in
production;
3. Ambient air monitoring and control
technology, the noise monitoring and
control technology;
4. Environmental supervision report
requirements;
5. Emergency measures.
Each
construction
contract
1 person
3 3 9
Sanqingshan Airport
Co., Ltd. and its
environmental
management
personnel
1. all of the above construction period;
2. environmental management plan
operation measures;
3. environmental protection facility
operation and maintenance;
4. environmental management
reporting system and environmental
complaint handling mechanism;
5. emergency plan
2 3 1 3
Subtotal -- -- -- 18
6.4.2 Procurement plan for environmental protection equipments
284
New Jiangxi Shangrao Sanqingshan Airport project executes environment
friendly purchasing plan. Environment-friendly procurement principles can be
extended to the contract management and payment, through the procurement
documents to ensure that contractors implement environmental management plan
outlined in the environmental mitigation measures and environmental monitoring
requirements.
Because of the high cost of environmental protection activities such as soil and
water conservation, ecological restoration, medical waste storage etc. are the
corresponding engineering measures, materials and facilities have been included in
the procurement plan; therefore, the corresponding procurement plan project by
construction unit and operation unit is provided, and included in the cost of the project;
environmental protection equipment (materials) procurement plans to purchase
program request indication.
The construction in the implementation of environmental management plan
mitigation measures and environmental monitoring should ensure that procurement of
raw material, equipment manufacturers by the local administrative department of
environmental protection environmental acceptance, refusal to buy at the expense of
the environment and waste of resource the sources of energy at the expense of
equipment, materials, even if the equipment, material may be low price, but also
probably it is difficult to guarantee the quality.
Environment monitoring unit should promise: the site should make sure not to
damage the vegetation, left behind by monitoring and analysis of monitoring of
garbage, waste water produced by the waste gas, should be treated and discharged.
Vegetation restoration species saplings procurement, we should choose suitable
for the local soil, climate, local or adjacent areas to prevent alien species, biological
invasion.
In short, the procurement of raw materials and equipment to meet the process
design quality, ability and standard requirements at the same time, must also meet the
small environmental load, energy saving, long service life, saves resources, easy to
recycle, easy disassembling and easy processing environment-friendly procurement
285
requirements.
For not using World Bank loan project, but as a part of the whole equipment,
material procurement, even may use other procurement procedures, must also meet
the quality is satisfactory, and other equipment and materials matching or supporting,
timely delivery completion, environment friendly, and the price is also not on the
project economic and financial ability to cause negative impacts.
6.5 Monitoring plan
6.5.1 Environmental monitoring plan
In order to control and relieve various bad effects on environment of the project
effectively, Shangrao Sanqingshan Airport and the overall process of i ts
auxiliary projects shall be in strict and scientific tracking and have standardized
environment management and environment monitoring. The specific
environmental monitoring plan of construction period and operation period see
Figure 6-5-1 and Figure 6-5-2.
286
Figure 6-5-1 Location of monitoring point and monitoring content during construction period
Project name Monitoring
items
Monitoring
content
Monitoring time and
frequency Monitoring place Monitoring factor
Reference price (ten
thousand yuan) Responsible organization
Airport
engineering
Ambient air Construction
fugitive dust
1 period/quarter
Continuous monitoring for
3 days
Or after getting complaints
Shanghuangwu, Tashui
Xujia, Fangcun
TSP 0.5
Qualified monitor unit authorized
by Shangrao Sanqingshan
Airport Co., Ltd.
Noise Construction
noise
1 time/day (once for day
and night)
Or after getting complaints
Changjie,
Shanghuangwu, Tashui
Xujia, Fangcun
LAeq 0.1
The spot check is conducted by the
qualified monitor unit authorized
by Shangrao Sanqingshan
Airport Co., Ltd. and he routine
observation is conducted by the
construction organization
Ecology
Survival rate
of
transplanted
trees
1 time/month (1~3 months
after trees transplanting)
Transplanting garden of
camphor tree Survival rate of trees
Integrate into
transplanting fees
of protective plant
Qualified monitor unit authorized
by Shangrao Sanqingshan
Airport Co., Ltd.
Ground
water
Quantity and
quality of
ground water
1 time/construction period
of deep-cut district
Deep-cut district in the
airport
pH, permanganate index, total
coli form, ammonia nitrogen,
total hardness, anion
synthetical detergent, volatile
phenol, oil type
0.3
Qualified monitor unit authorized
by Shangrao Sanqingshan
Airport Co., Ltd.
Reconstructed
project of
country road
Ambient air Construction
fugitive dust 1 time/quarter, 1 time/day
Sensitive spot of
atmospheric
environment
TSP 0.3
Qualified monitor unit authorized
by Shangrao Sanqingshan
Airport Co., Ltd.
287
Project name Monitoring
items
Monitoring
content
Monitoring time and
frequency Monitoring place Monitoring factor
Reference price (ten
thousand yuan) Responsible organization
Noise Construction
noise
1 period/quarter
Continuous monitoring for
2 days
Sensitive spot of
acoustic environment Leq 0.1
The spot check is conducted by the
qualified monitor unit authorized
by Shangrao Sanqingshan
Airport Co., Ltd. and he routine
observation is conducted by the
construction organization
Figure 6-5-2 Location of monitoring point and monitoring content during operation period
Name of
operational
engineering
Monitoring
items
Monitoring
content
Monitoring time and
frequency Monitoring place Monitoring factor
Reference price
(ten thousand
yuan)
Responsible organization
288
Airport
operation Noise Aircraft noise
2 times/year
When the airport flights
are well over the
forecasting airport flights
of this evaluation
Xiawutang, Tashui, Xujia, outside
of Beilong
LWECPN
Leq 1.2
Qualified monitor unit authorized
by Shangrao Sanqingshan
Airport Co., Ltd.
Indoor noise
2 times/year
When the airport flights
are well over the
forecasting airport flights
of this evaluation
Xiawutang, Tashui Xujia, inside
of Beilong resident, inside of
terminal building
Leq 0.4
Qualified monitor unit authorized
by Shangrao Sanqingshan
Airport Co., Ltd.
Waste
water
Water from
oil-water
separator of
airport oil
depot
1 time/year Water outlet of oil-water
separator of oil depot
Water flow, pH,
COD, oil type 2.0
Qualified monitor unit authorized
by Shangrao Sanqingshan
Airport Co., Ltd.
Sewage
treatment
station
Inlet and
outlet water
Routine monitoring Water inlet and outlet of sewage
station
Flow, pH, COD,
BOD5, SS, oil
type,
NH3-N, TP
289
Ambient air
Fugitive
emission of
organic gas
1 time/year Perimeter of oil depot NMHC, TVOC 0.6
Qualified monitor unit authorized
by Shangrao Sanqingshan
Airport Co., Ltd.
Ground
water
Water quality
of ground
water
1 time/month
50m away from the north side of
tank farm, 50m away from the
northwest side of the regulating
reservoir of sewage treatment
plant
Set monitor well respectively,
The well depth is 3m, monitor the
unconfined aquifer
pH, permanganate
index, oil type 0.3
Qualified monitor unit authorized
by Shangrao Sanqingshan
Airport Co., Ltd.
Reconstruct
the operation
of country
road
Noise Noise 1 time/year
At the side of noise source nearest
away from residents
Leq 0.1
Qualified monitor unit authorized
by Shangrao Sanqingshan
Airport Co., Ltd.
Name of
operational
engineering
Monitoring
items
Monitoring
content
Monitoring time and
frequency Monitoring place Monitoring factor
Reference price
(ten thousand
yuan)
Responsible organization
290
Airport
operation
Noise
Aircraft noise
2 times/year
When the airport flights are
well over the forecasting
airport flights of this
evaluation
Xiawutang, Tashui, Xujia, outside
of Beilong
LWECPN
Leq 1.2
Qualified monitor unit authorized
by Shangrao Sanqingshan
Airport Co., Ltd.
Indoor noise
2 times/year
When the airport flights are
well over the forecasting
airport flights of this
evaluation
Xiawutang, Tashui Xujia, inside of
Beilong resident, inside of terminal
building
Leq 0.4
Qualified monitor unit authorized
by Shangrao Sanqingshan
Airport Co., Ltd.
Waste water
Water from
oil-water
separator of
airport oil
depot
1 time/year Water outlet of oil-water separator
of oil depot
Water flow, pH,
COD, oil type
2.0
Qualified monitor unit authorized
by Shangrao Sanqingshan
Airport Co., Ltd.
Sewage
treatment
station
Inlet and outlet
water
Routine monitoring Water inlet and outlet of sewage
station
Flow, pH, COD,
BOD5, SS, oil type,
NH3-N, TP
Ambient air
Fugitive
emission of
organic gas
1 time/year Perimeter of oil depot NMHC, TVOC 0.6
Qualified monitor unit authorized
by Shangrao Sanqingshan
Airport Co., Ltd.
291
Ground
water
Water quality
of ground
water
1 time/month
50m away from the north side of
tank farm, 50m away from the
northwest side of the regulating
reservoir of sewage treatment plant
Set monitor well respectively,
The well depth is 3m, monitor the
unconfined aquifer
pH, permanganate
index, oil type 0.3
Qualified monitor unit authorized
by Shangrao Sanqingshan
Airport Co., Ltd.
Reconstruct
the operation
of country
road
Noise Noise 1 time/year
At the side of noise source nearest
away from residents
Leq 0.1
Qualified monitor unit authorized
by Shangrao Sanqingshan
Airport Co., Ltd.
292
6.5.2 Monitoring plan of soil and water conservation
The monitoring areas of soil and water conservation of this project are movement
area, terminal area, the area of navigation station, the area of spoil ground and direct
area of influence, with a total area of 166.71 hm2. The monitoring plan of soil and
water conservation starts with the preparation period, and ends with design average
year. The monitoring time is 56 months, and sees Figure 6-5-3.
The monitoring areas of soil and water conservation of this project focuses on
movement area, terminal area, slop cut and fill of spoil ground and temporary mound
area. The monitoring content includes monitoring of the eco-environmental change of
soil and water conservation, dynamic monitoring of soil and water loss, and
monitoring of control efficiency of soil and water loss, which mainly adopts
observation in fixed location, survey monitor and other methods.
According to the characteristics of engineering construction and predicting
outcomes of soil and water loss, this project sets up three fixed sample plots, three
monitoring points of survey sample plot. The monitoring frequency is decided by
actual demand and the difference of monitoring items. The monitoring of background
values of each subarea shall conduct random survey before the start of engineering
construction. The monitoring frequency is one time every quarter; the construction
period and commissioning period are in rainy period (from April to September), and it
shall monitor one time every month, while in the non-rainy period, it shall monitor
one time every three month. In storm period (daily rainfall ≥50mm), it shall monitor
more times. For the using spoil ground and the measures of soil and water
conservation in operation, it shall monitor every ten days. For the changes of
topography, physiognomy and water system, the damages for lower reaches and
peripheral areas as well, the monitoring frequency is one time every half a year.
The project shall entrust the units who have the corresponding monitoring
qualification of solid and water conservation to conduct the monitoring. When the
completion acceptance for soil and water conservation facilities of the project, the
units who take the responsibility for the monitoring of solid and water conservation
shall submit the special report of the monitoring of solid and water conservation to the
293
approval authority for the solid and water conservation scheme.
Figure 6-5-3 Schedule of the monitoring of solid and water conservation
Subarea Monitoring content Monitoring
method Monitoring frequency
Aircraft
movement
area
Current situation of solid and water loss, area of
disturbed ground, hazards of solid and water loss,
construction measures of the project of solid and
water conservation, control efficiency of solid and
water loss, management of solid and water
conservation, solid and water loss amount
Survey monitor
and site
inspection
Before project construction:
Survey one time
During the project
construction: For various
engineering, plants,
construction of temporary
solid and water conservation
measures and earth volume
shall monitor and record at
least one time each ten days;
Area of disturbed surface,
the block effect of
engineering measures of
solid and water conservation
and so on shall monitor and
record at least one time each
month;
Construction progress of the
principal part of the project,
influencing factors of solid
and water loss, growth
situation of plant measure of
solid and water conservation
and so on shall monitor and
record at least one time each
three month;
During rainstorm, strong
winds and other conditions,
it shall monitor more times
promptly.
After the disasters of solid
and water loss, it shall
complete the monitor within
one week.
Solid and water loss amount Observation in
fixed location
Terminal
area
Current situation of solid and water loss, area of
disturbed ground, hazards of solid and water loss,
construction measures of the project of solid and
water conservation, control efficiency of solid and
water loss, management of solid and water
conservation
Solid and water
loss amount,
solid and water
loss degree shall
adopt the
observation in
fixed location;
Other contents
adopt the survey
monitor and site
inspection.
Area of
navigation
station
Current situation of solid and water loss, area of
disturbed ground, hazards of solid and water loss,
construction measures of the project of solid and
water conservation, control efficiency of solid and
water loss, management of solid and water
conservation
Adopt the survey
monitor and site
inspection
Area of
spoil
ground
Amount of waste slag, area of disturbed ground,
hazards of solid and water loss, construction
measures of the project of solid and water
conservation, control efficiency of solid and water
loss
Adopt the
survey monitor,
data collection
and site
inspection
Solid and water loss amount Observation in
fixed location
6.6 Reporting Mechanism
The reporting mechanism on environmental management plan of Shangrao
Sanqingshan Airport sees figure 6-6-1
Figure 6-6-1 Reporting mechanism on environmental management plan
Stage of
submitting
report
Report content Unit of
formulating report Unit of receiving report
Report
frequency
Stage of Environmental Organization of World Bank 1 time
294
planning
design
management plan
and environmental
management target
environmental
impact assessment
and design unit of
project
Submit to Project Office by Shangrao
Sanqingshan Airport Co., Ltd. and
submit to World Bank by Project
Office
Construction
period
Monthly report on
environmental
supervision
Environmental
supervision
Shangrao Sanqingshan Airport
office
1
time/month
Construction
period and
operation
period
Data and analysis
of environmental
monitoring
Unit of
environmental
monitoring
Shangrao Sanqingshan Airport office After every
monitoring
Construction
period and
operation
period
Summarization of
report on
environmental
supervision and
report on
environmental
monitoring
Shangrao
Sanqingshan
Airport office
World Bank 1 time/half
a year
6.7 Public statement mechanism
During the environmental impact assessment of proposed project, by holding a
forum and issuing questionnaires to gather residents’ opinions, the public can reflect
their opinions in the forum or give advice by filling in the questionnaires from
evaluation unit. The public can ask for the questionnaires actively or by letters,
telegram, fax, email and other methods to give advice to construction unit or
evaluation unit. What’s more, they also can put forward suggestion by the
environmental protection agencies, complains offices in the project county.
During the construction period or operation period of proposed project, the
public can give advice to construction unit or evaluation unit by letters, telegram, fax,
email and other methods. What’s more, they also can put forward suggestion by the
environmental protection agencies, complains offices in the project county. After the
unit of environmental impact assessment or construction unit receiving environmental
complaint or rectification notice of administrative departments, it shall organize visit
and investigation with the relevant departments like design immediately. Rectify and
reform in according with the real situation. The rectification and reform program shall
publicize to solve the disputes of environmental protection.
To deal with the environmental complaint timely and effectively, based on the
local circumstances, the environmental management plan shall analyze the possible
complain ways from residents surrounding the airport or related organizations. Such
295
as figure 6-7-1, it suggests that the project office of Shangrao Sanqingshan airport set
up the specialized department and personnel to deal with the public complaint events.
Conduct the figure 6-7-1. The complaint handing mechanism is established.
Environmental complaint from public, organization or group
Department to handle the public complaints of the project
office
Contractor or
Shangrao
Sanqingshan Airport
Co., Ltd
Find the solution
and feedback to
complainantsVillage committee or
environmental
protection agency of
Shangrao
Record complaints and evaluate their
effectiveness
Explain to
complainants
Internal discuss the solution and obtain the
consensus from complainants
Hold the coordination
committee (complainants,
project office,
Sanqingshan Airport Co.,
Ltd, contractor,
Environmental protection
agency and consultant to
join in ) to discuss the
solution
Implement the solutions and corresponding action plan
ContractorSanqingshan Airport
Co., Ltd
Written or
oral
Written or
oral
Fail to
find the
solution
Find the
solution
Find the solution
Operation
period
Construction
period
Figure 6-7-1 Public statement mechanism of environmental management
6.8 Green airport design and clean development mechanism
6.8.1 Requirements on green airport design
In order to realize the goal of environmental protection and make use of resource
reasonably and economically, based on the guidance of World Bank, Shangrao
Sanqingshan airport office follows the design principle of green airport to design,
construct, and operate an environmental-friendly airport. The evaluation standard for
green building sees appendix.
296
6.8.1.1 Advantages of green airport
(1) Saving cost
By reducing infrastructure cost, usage of materials, disposal of construction
waste, scale of mechanical equipment to save initial cost, green airport use lower
energy and water resource cost and have longer serviceable cycle, relatively few
maintenance, hence, green airport can save the operation costs effectively.
(2) Environmental benefits
Green airport is helpful to reduce the impact on global warming, the local and
regional air pollution and water pollution, protect the biological diversity, and natural
vegetation, promote the environmental awareness of the operators and users of airport,
hence, green airport has good environmental benefits.
(3) External benefits
In addition, green airport also can raise the governmental and inter-governmental
profile, and promote the environmental awareness of airport, the attraction to
passenger and other external benefits.
6.8.1.2 Basic principles of green airport
Green airport shall abide by the following principles:
(1) Energy conservation
(2) Fuel saving
(3) Water resource saving
(4) Make use of natural light effectively
(5) Effective management of rain
(6) Vegetation restoration
(7) Sewage treatment
(8) Make use of alternative source
(9) Face the public
6.8.1.3 Method and way to construct the green airport
(1) Increase the efficiency of energy, fuel and light
Provide high-efficient power and system;
297
Provide high-efficient illuminated system;
Organize the illuminated system of the building, relative to sunlight and
heating/cooling area, each single area can realize the individual lighting;
Optimize the structure of building and promote for maximally absorb solar
energy and /or sunlight
Optimize the architectural features, which is convenient for natural lighting and
strong light control. Set up shading cover, roof design, window position and
curtain;
On the prerequisite of not damaging life safety, install the motion sensor in stairs,
bathroom, storehouse, equipment room and other places.
Install “Energy Star” compliance and equipment
Energy-saving building: Energy-saving lamp, energy efficiency window, which
can maximally reduce the usage of electrical equipment (elevator), roof with
heat reflection, roof with heat insulation;
Local renewable energy sources (photosynthesis, wind power generation)
Increase sunshine by installing skylight and Pyrex glass
Airport lighting shall adopt LED (light-emitting diode) technology,
Strengthen the natural ventilation: Open the surface, produce thermal effect by
ventilation an lighting, store the fuel fume into the internal of airport terminal,
and reduce the requirements on mechanical system;
Design of the direction and exterior of the building shall reduce solar radiation
and cooling requirements, such as install double window in curtain board of
sunlight, reduce the number of windows on the sunny side, light well of roof;
Regulate solar radiation by using curtain board;
Setting of runway can improve energy efficiency in many ways: The orientation
of runway shall be same with wind direction, be suitable for linear continuous
approach, both ends of the runway can provide short-term taxiing which can be
regarded as exit of high-speed taxiway.
(2) Save water resource
298
Install the saving equipment of water resource in the internal of airport terminal,
maximally improve the use efficiency of water resource;
Install the dual-flush toilet and waterless urinal to reduce sewage quantity.
(3) Storm water management
Set up the porous surface level in parking place and other non-operational area;
Recycle of rainwater and use the rainwater as non-potable water
Establish water supply system, use reclaimed water and drained water to clean car
rather than using potable water;
Irrigate by using the collected rainwater or recovery water, save the potable water.
Grow cold-tolerance and natural vegetation.
(4) Waste water/ solid waste
Innovative sewage disposal technology
Water circulation Sewage recycle, collect rainwater for vegetation irrigation,
project and equipment of solid waste recycle
Set up a convenient area in the whole airport terminal, which is used for the
separation, collection and storage of reusable materials, including (as small as)
a piece of paper, corrugated paper, glass, plastic, mental and so on.
(5) Vegetation
Plant various plants on the large areas of land on the airport;
When plant the vegetation, it shall considerate local floral and/ or the
conservation of biological diversity;
Water-saving vegetation
Rain-proof and sun block: Enclosed plaza and building direction shall make the
most of tree and vegetation windshield, insulation roof, install the large
creasing on the exposed surface for sunshade;
Collect water by using water sucking plants in wetland and release them into
natural water reserve;
Maintain the local biomass
(6) Construction management and design feature
299
Building materials include the reconstituted materials;
Thermal inertia concrete floor and intermediate concrete or wood floor;
Balance mining and backfill construction to reduce the demands for transporting
soil;
Public transmit facilities provide bicycles for workers;
According to the bearing capacity for weather, disaster and human malicious
damage to choose materials, not only take the factor of cost into consideration;
Pavement materials: Reduce the energy consumption of asphalt and concrete
Building management system (BMS): Building management system is used to
track and control the ventilation, illumination, water consumption, heating and
cooling system of the building;
Design of ground vehicles The public transport services of the airport extends to
bus stops, which link with the transfer station of urban bus or regional bus/ bus
station;
Make up the scheme of balance backfill construction;
Confirm the shunt target of refuse landfill and carry out the management plan of
building fertilizer to realize these targets.
6.8.2 Clean development mechanism
Implement clean development to make the airport operation with water-saving
and energy conservation, reduce the noise, emission reduction of air and water
pollutants, control the influence on solid waste efficiently, improve the construction
and management level of the airport, and decrease the environmental influence on the
airport and relevant constructions. In the preliminary design stage of the construction,
it also can conduct optimizing by various schemes. Consider that after the completion
of the airport construction and put it into operation, the whole system can meet with
the requirements of low power, recycling use, low operating costs and so on to realize
circular economy and sustainable development and establish an
environmental-friendly airport.
1. Floor planning
Under the principles in accordance with airport planning, the principle of “adjust
300
measures to local conditions” makes site planning land as compact as possible, which
is beneficial to the effective use of land and makes the public facilities of the airport,
such as water supply, power supply, cold supply, heat supply, air supply and other
central stations close to the load center possibly. Or according to different users and
regions to set up central station to shorten the pipeline, which reduces the energy loss
of long-distance transmission of the public facilities
2. Architectural design
(1) The structure of airport terminal adopts heat insulation and thermal insulation
materials. The roof design of airport terminal shall not only consider the aesthetics of
façade, but also make the most of natural lighting and ventilation, striving to meet
with the requirements of comfortable terminal environment and minimum energy
consumption.
(2) The wall and roof of the ordinary buildings adopt the building materials with
higher thermal insulation, and the roof has the heat preservation and insulation layer.
It is appropriate to consider the direction of the building, pay attention to make the
most of natural lighting and ventilation, reduce the consumption of air-conditioning,
ventilation and illumination within the building layout.
3. Power supply and lighting
(1) Energy-saving design of distribution system
According to loading capacity, power distance and distribution, characteristics of
electric equipments and other elements, design the distribution system reasonably,
which make the system simple and reliable possibly, with easy operation, and make
the transformer substation close to the load center as near as possible to shorten the
distribution radius and reduce line loss.
(2) Energy-saving design of transformer
The energy-saving design of transformer is mainly used to reduce the active loss
of transformer and reduce the no-load loss of transformer by using the energy-saving
transformer. Besides, the confirmation of transformer capacity shall base on the most
economic and energy-saving load rate, generally between 75% and 80%.
(3) Reduce line loss
301
When the resistor and current flow, the distributing line will generate power loss,
hence, it shall choose the conductor with smaller resistivity (ρ) in the construction,
like copper core cable best, and aluminous wire takes second place. Besides, reduce
the wire length possibly and it shall choose the straight line rather than curve road in
the wire as far as possible.
Enlarge the section area of conductor, for long line, based on satisfying the
carrying capacity, thermal stability, and protection cooperation and voltage drop,
increase the scaled of the wire section when choosing. Hence, for the increased wire
cost, because energy-saving consumption reduces the annual operating cost, it is
economical when considerate the energy-saving economy comprehensively.
(4) Energy-saving design of illumination
Energy-saving design of illumination is on the basis of ensuring not to reduce the
visual requirements of working plane and the quality of illumination, to strive to
reduce the light loss in illumination system to make the most of light energy,
Generally, the energy-saving measures are shown as follow:
① Make full use of natural light, which is one of the most important approaches
for lighting energy saving.
② Based on meeting the lighting quality, the average room (places) shall adopt
the high-efficient and lighting fluorescent lamp and compact fluorescent lamp
preferentially. It is appropriate for general outdoor illumination to adopt high-pressure
sodium lamp, metal halide lamp and other high-efficient gas-discharge sources.
③ Use the electric accessories of light source with low-energy and good
performance, such as electronic ballast, energy-saving inductive ballast, electron flip
operator, electronic transformer and so on. The fluorescent lamp in public building shall
adopt the lamps and lanterns with reactive power compensation, the compact
fluorescent lamp chooses electronic ballast preferentially while gas-discharge selects
electron flip operator.
④ Improve the control mode of lamps and lanterns, and adopt various
energy-saving switches or devices, which is an effective power-saving method. The
public places and outdoor lighting can adopt program control, photo electricity, voice
302
operated switch, while the pavement and stairs and other public places for short stay
of personnel can adopt energy-saving self-extinction switch.
4 Cooling and heating air-conditioning system
(1) Air-conditioning system adopts power saving devices possibly. By the
running status of mechatronics regulating system, make the system operate in the stats
of efficiency and low power.
(2) The model selection of cooling and heating equipment shall take full account
of the factor of energy-saving, and choose the products with good performance and
low power among the like products possibly.
(3) In the case that the scale of the refrigeration equipment of air conditioning is
not large, the first consideration is to adopt wind-cooling system. If it is necessary to
adopt the refrigeration equipment of air conditioning with water cooling system and
the cooling system shall use the circulating water cooling system with high quality
and water saving, which reduce the consumption of water resources.
(4) For different functional areas, different energy-efficient equipments are
adopted.
(5) The thermal insulation materials for cooling pipe and heating pipe shall adopt
high quality products.
5 Water supply system
(1) Water supply shall use governor impeller, control the running status of water
pump by using the variable voltage and carious frequency, reduce the power
consumption water supply system and according to the requirements of customers, the
pressure and flow of pipe network can implement automatic regulation.
(2) Improve the availability factor of water supply network by optimizing the
scheme of water supply pipe network.
6 Airport operation
In the process of airport operation, it shall adopt oil-saving model (the unit
consumption of different models in the range from 0.2 to 1.4 kg/ton km), strengthen
management, improve load factor, passenger load factor and the turnover ability of
transportation, increase fuel efficiency and reduce fuel consumption.
303
6.9 Emergency plan
The risk emergency plan is mainly for the emergency remedial measures during
the major risk accidents, which is used to avoid more casualties and property losses.
In the emergent risk accidents, it can handle the emergency and control its
development promptly and accurately, and reduce the losses to the minimum.
According to the relevant laws and regulations, based on the guiding ideology of
“prevention first” with the principles of “unity of command, reasonable measures,
effective measures, fast measures, and reduce the losses to the minimum”, draw up
the emergency plan for the risk accident of the project.
6.9.1 Components of the plan
(1) Setting and responsibilities of executive body
The project plans to set up command team for emergency plan. The setting and
responsibilities of executive body sees Figure 6-9-1:
Figure 6-9-1 Assignment of responsibility of members
Institution
setting Member Reasonability
Leader for
command
team
General leader
of company
manager
Announce the start and end of emergency plan, entrust emergency headquarter to
do the rescue work temporarily
Vice
director of
agroup
Vice-general
manager
And chief
engineer
Make and revise the emergency plan, and organize to carry out regular learning.
The leaders in decision layer organize and coordinate the head of the rescue team
to carry out various emergency plan work
Members
production
technology
department
Take responsibility for the accident alarming of production technology
department, search the cause of the accident timely, make the right judgment,
report to executive level and deal with the processing work of the accident
Safety security Control the site of accident, report the accident conditions to the superiors and
join in emergency rescue operation actively
Security
department
Control the personnel entrance strictly, and the site of accident, evacuate people
rapidly, and find a safe place for them, and security work on site.
Health and
medicine
department
Join the rescue work on site rapirdly, and guide the protection of rescue work on
special site.
Logistics
department of
materials
Remedy the materials, give material and financial support to emergency rescue
operation, and make sure the supply of production necessities and the
requirements for rescue operation.
Fire rescue
department
According to the command, join in rescue operation, put out a fire as fast as
possible, protect and control the hazardous facilities; emergency rescue in
304
emergency area, put forward the corresponding preventive measures for different
accidents.
(2) Components of plan content
The components of plan content see Figure 6-9-2.
Figure 6-9-2 Components of plan content
Oil depot
(oil tank)
spill
accident
① The plan shall divide the spill types into tanks leakage and pipeline leakage, and estimate the
direct effect caused by the accident
② The plan shall refine the divisions of each functional department, and sure the cooperation
among each department when the accident happens;
③ The plan shall make a level division for the accident;
④ Determine the processing mode of leaking materials;
⑤ Determine the collection of cleaning wastewater, processing mode and reuse way after the
accident;
⑥ Make sure to write the summary report on the accident
Fire and
explosion
hazard
①Determine the signal alarm way;
②Determine the components of rescue team, and list the related department and their task clearly
③The plan shall base on the predicting outcomes of this risk assessment, evacuate personnel in
parts of sensitive area of down wind, implement information announcement at the same time and
reduce the influence on the accident.
⑤ Determine the collection of cleaning wastewater, processing mode and reuse way after the
accident;
⑥ Make sure to write the summary report on the accident
⑦ The plan shall summarize this accident and make the necessary revision on risk plan.
6.9.2 Execution of plan
(1) Start and end of plan: The general director for plans announces the start and
end of this plan.
(2) Execution of plan Each function department makes a clear division of labor,
follow the plan requirements strictly, take responsibility of their own and cooperate
with each other, make appropriate adjustment for personnel, most efficient control on
the accidents, abide by the command when execute the plan by personnel from each
department, and obey the dispatch of general director;
(3) The whole process of plan execution shall focus on controlling the influence
of accidents, Treat environmental impact and the target of sensitive area as the
purpose;
(4) After the whole control of the accident, the plan is announced to suspend,
each department is continuous to stick to their own post until the accident rescue
305
finishes.
6.9.3 Regional emergency plan linkage
(1) The construction unit shall confirm the executive agency of the emergency
plan of the hospital, and contact in time, which gave back the accident information
immediately when the accident happens;
(2) Carry our regular practice, cooperate the emergency plan of local government,
ensure and complete the own task in the emergency, avoid the rescue conflict and the
phenomenon of non-rescue when the accident of this project happens;
(3) Determine the closet route for each department of the emergency plan of
local government as nearly as possible.
(4) Ensure to coordination with personal, responsibilities, and regret of the of
executive agency of the emergency plan of local government;
(5) List the contact way and personnel list of each executive department for
emergency plan of this unit and local government into the emergency plan
(6) Integrate the emergency plan of local government into the arrangements of
learning of internal employees and list it into the exercise and implementation of risk
accidents.
6.10 Punishment mechanism
As the manager of the environmental management plan of the project, Shangrao
Sanqingshan Co., Ltd has the obligation to restrict the behaviors of the contractors of
the project. The contract agreement includes the article of environmental protection,
see appendix, and clear the relevant articles of punitive measures for violating the
article of environmental protection.
Principles for punitive measures are:
(1) When the contractor has the conditions of violating the article of
environmental protection during the construction, the client has the right to put
forward a written warning and supervise the contractor to correct promptly and take
remedial action. Before the contractor takes corrective action and obtains the
confirmation of relevant environmental protection administrative department and the
306
contractor, the client has the right to refuse to pay for residual contract payment. The
contractor shall take responsibility for all expenses caused by remedial measures
because the contractor violates the articles of environmental protection.
(2) The contract also shall take responsibility for the liability for damage because
the contractor violates the articles of environmental protection in the contract.
6.11 Estimation of environmental protection costs
The environmental impact mitigation measure costs, monitoring costs and other costs in
the environment management plan of “Jiangxi Shangrao Sanqingshan Airport Project” are shown
in Table 7-1.
Table 6-11-1 Estimation Table of Environmental Protection Costs
Items Name of project expenses
Rough estimate
value (10,000
Yuan)
Environmental
protection
investment
during the
period of
construction and
operation
Sewage
treatment
Sewage treatment system (project investment) 485
912
Water reuse system (project investment) 175
Rain and sewage pipeline network (project
investment) 220
Waste water, waste sedimentation pond, latrines
during the construction period 2
Oil water separator 30
Solid waste Garbage temporary storage station (project
investment) 10
Ground
water
Oil depot area, groundwater monitoring wells of
downstream of the sewage treatment plant 4
Ecology
Vegetation and afforestation recovery in the airfield,
terminal area (project investment) 670.89
Forest vegetation recovery costs (already included in
forestry researching investment) 721
Bird prevention facilities 183
Water conservation measures costs (already included
in the water conservation investment) 231.97
Protection of plants (camphor) transplanting costs 541.61
Drainage works investment in
the airport
Broadening reinforcing downstream gully lines of the
airport outfall 440
Rural roads reconstruction costs Reconstructing the blocked rural roads due to the
construction of the airport 510.6
Environmental
monitoring
Construction period 1.3
Operation period 4.6
307
costs
Personnel
training costs
Training for contractors and environmental specialists in the
construction sites 6
Training for the environmental supervision engineers 9
Training for Sanqingshan Airport Limited and its environmental
managers 3
7. Public Consultation and Information Disclosure
7.1 Methods of public consultation and information disclosure
According to the requirements of nation and World Bank, there are two times of
public consultation and two times of information disclosure for the Jiangxi Shangrao
Sanqingshan airport. The main methods are to issue the project information to the
public, particularly the affected people, in the regions with direct influence by this
project, including the outline of environmental impact assessment, the first draft of the
report of environmental impact assessment and environmental management plan, as
well as the Environemntal Management Framework. After the public knows the
situations, working group of environmental impact assessment visits the public, hold
various public meetings, issue questionnaires to the public, collect their opinions,
suggestions and requirements, and give feedback to them.
7.2 Public consultation
7.2.1 The first time of public consultation
The first time of public consultation is carried out after the outline of
environmental impact assessment and before the draft EIA, with the people in the
regions with direct influenceof this project. This time of consultation is designed to
introduce the project information and possible environmental impacts to the people
affected by the project and learn their comments and concerns. Then the EA team
holds various public meetings, issue questionnaires to the public, collect their
opinions, suggestions and requirements. This period is from January 31st 2012 to
February 2nd
2012. The statistics of questionnaires and survey result of the first time
of public consultation sees appendix.
The conditions for the first time of public consultation see Figure 7-2-1.
308
Figure 7-2-1 Result of the first time of public consultation
Time Place
Conference
location for public
consultation
Public information
content Participation public Public problems and suggestion Reply for public opinions
2012.1.31-2012.2.2
Zaotou
town
Conference
meeting on the 5th
floor of the town
government in
Zaotou town of
Shangrao
Conference
meeting on the 3rd
floor of the
township
government in
Zunqiao town of
Shangrao
Conference
meeting on the 2nd
floor of village
committee of
Tashui village of
Maojialing street
in Xinzhou district
Outline of
environmental
impact
assessment;
Information
announcement on
project
environmental
protection
management
Local people;
Representative of
village committee,
surrounding school,
representative of
seniors’ home
(118 people in
total)
Local people, representatives from each
group support the construction of the
airport project, but they are worried about
the potential environmental problems. The
public think that the most serious
environmental problems are noting in the
construction period and operation period.
Besides, there are also many people worry
about the project construction and road
construction may have bad impact on local
transportation.
Sanqingshan airport Co., Ltd and the
evaluation unit make a preliminary
evaluation on the possible environment
impact of the project. Consider the
problems of noise and traffic
inconvenience proposed by the public and
based on the public’ opinions, the relevant
problems shall take into account in the
environmental impact assessment of
airport. It also shall put forward the
feasible prevention, retarding measure,
guide and supervise the project contractor
and the operating unit of airport to do
environmental protection.
Xiangshan
village
Tashui
village
Zhoushi
village
Zhouxu
village
309
7.2.2 The second time of public consultation
The second time of public consultation is carried out after the draft EA is
prepared, including the environmental management plan and environmental
management framework to people in the regions with direct influence on this project,
it is designed to introduce the latest project information and detailed environmental
impacts and mitigation measures. This period is from September 29th
2012 to
September 30th
2012. It adopts public meetings, interview with affected people on site,
issue questionnaires to the public, collect their opinions, and suggestions. The
statistics of questionnaires and survey result of the second time of public consultation
sees appendix.
The conditions for the second time of public consultation see Figure 7-2-2
310
Figure 7-2-2 Result of the second time of public consultation
Time Place
Conference
location for publish
consultation
Public information
content
Participation
public
Public problems and suggestion Reply for public opinions
2012.9.29-
2012.9.30
Xiangshan village of
Zaotou town
Conference
meeting on the 5th
floor of the town
government in
Zaotou town of
Shangrao
Conference
meeting on the 3rd
floor of the
township
government in
Zunqiao town of
Shangrao
Conference
meeting on the 2nd
floor of village
committee of
Tashui village of
Maojialing street in
the first draft of the
report of
environmental
impact assessment;
environmental
management plan;
framework of
environmental
management plan
Representatives
of village
committee;
villagers
representative to
attend the
forum, visiting
people
(99 people in
total)
①whether the land expropriation
compensation meets with the
standards;
② Noise problem during the
operation period of airport
③The irrigation problem after
requisition the part ponds
④Blocking problem on country
road
⑤Problem of installation and
site selection by residents
⑥The public point out that some
farmland and a pond are blocked
in Tashui Xujia after the
construction of airport, which
brings inconvenience for
For the problems raised by the public,
Sanqingshan Airport Co., Ltd promises
that the land and pond requisition shall be
in accordance with the national standard,
The noise impact has been carefully
considered, thus it can be mitigated by
proposed measures; site selection of
settlement and rural roads will not cuase
environmental and traffic problems since
they have been assessed and mitigation
measures are effective.
Fujia village
Maowan village
Zhoushi village
Zhouwu village in
Zunqiaoxiang
Tashui village
Cangding
311
Xinzhou district farmers’ cultivation. It shall
conduct the land acquisition and
deal with the insurance of land
for farmers
312
7.3 Information disclosure
7.3.1 The first time of information disclosure
The first time of environmental information disclosure on the project of
Shangrao Sanqingshan airport started on January 17th
2012, sees Figure 7-3-1. The
main information disclosed is the outline of environmental impact assessment, and the
content including the brief introduction on the project, screened environmental
impacts, and mitigation measures. The method of information disclosure is to post up
announcement on site or online, and place the text of the outline of environmental
impact assessment on site for public access.
Figure 7-3-1 The first time of information disclosure
Time disclosure method Text name Main content
2012.1.17
~ so far
Publish online
(Environmental Protection Agency in
Shangtao http://www.srepb.gov.cn/)
Outline of
environmental
impact assessment
Brief introduction on the
project;
Environmental impact on
screening and recognition,
and decrease technique
Zaotouzhen, zunqiaoxiang, Tashui villages,
Zhouwu village and Zhoushiy post up
announcement and place the text
7.3.2 The second time of information disclosure
The second time of environmental information disclosure on the project started
on September 23rd 2012, sees Figure 7-3-2. The main information disclosed is the
first draft of the report of environmental impact assessment, environmental
management plan and environmental management framework. The method of
information disclosure is to post up announcement on site or online, and place the text
of the first draft of the report of environmental impact assessment, environmental
management plan and environmental management framework on site.
Figure 7-3-2 the second time of information disclosure
Time Publish method
Site location for environmental
document
Text name Main content
2012.9.29 Publicity of Project office of Shangrao The first draft of ①Contents of the
313
newspaper
(Shangrao Daily)
Sanqingshan airport
Village committee of
Xiangshan village
Village committee of Fujia
village
Village committee of Maowan
village
Village committee of Zhoushi
village
Village committee of Zhouwu
village
Village committee of
Zunqiaoxiang
Village committee of
Maojialing
the report of
environmental
impact
assessment;
Environmental
management
plan
Environmental
management
framework
report of
environmental
impact assessment:
project conditions,
environmental effect
on filter evaluation
and the planning
measures to take
②Contents of
environmental
management plan:
composition of
environmental
management
organization, main
management plan,
organization
reinforce, reporting
mechanism, public
statement
mechanism and so
on;
③Environmental
management
framework: guide
the environmental
management of off
site work that has
not determined the
2012.9.29
Publish to web
(environmental
protection agency
http://www.srepb.gov
.cn/)
2012.9.23
Xiangshi village,
Fujia village,
Maowan village,
Zhoushi village,
Zhouwu village,
Zunqiaoxiang,
Maojialing post up
announcement and
text
314
implementation plan
7.4 Summary of public consultation and information disclosure
There are two times of information disclosure of Shangrao Sanqingshan airport
project, mainly including project information, possible environmental impact,
environmental mitigation measures, environmental management plan and so on. The
public can know the project conditions by information disclosure. The two times'
public consultation collect the public opinion, suggestions and requirements for
further consideration of the project owner and the EA team.
In the first public consultation, the public consultation conferences are held three
times, 120 questionnaires are issued and 118 effective questionnaires rereturned.
The public pay most attention to the problems that noise of construction period and
the influence of local traffic by road construction, the noise of the operation period of
the airport. 93.2% of the public support this project, while there is only one person
opposes this project, because he worried about that the nosie influence is great.
According to noise prediction, the evaluation unit thinks that the house of the person
is not within the landing and take offs corridor and the noise influence is minor. The
EA team continue to explain the relevant information and the person express his
acceptance to the explanation of the evaluation unit.
In the second public consultation, the public consultation conferences are held
three times and there are 104 representatives participating in the conference and 106
people interviewed. 106 questionnaires are issued and 99 effective questionnaires
returned. The public pay most attention to the problems that aircraft noise, land
acquisition compensation standards, the irrigation difficulties caused by land
acquisition, resettlement after land acquisition and so on. In the public meeting and
survey, Shangrao Sanqingshan airport Co., Ltd shows their understanding of public
concern. They give detailed explanation related to control measures on environmental
pollution, compensation for land acquisition, resettlement of the residents and so on,
which make the representatives of the affected people and public satisfied with the
315
consultation work and all of them support the construction of the project.
7.5 Public consultation on farm irrigation compensation/alternative
scheme
7.5.1 Method of public consultation
The occupied land scope of Shangrao Sanqingshan airport is involving the
irrigation facilities and source of drinking water of surrounding residents, therefore,
the airport shall decide the detailed irrigation compensation/alternative scheme and
ask for the public opinions. Due to the alternative schemes has not been confirmed yet,
according to the current conceptual compensation/alternative scheme, the airport and
local water department ask for opinion from the public. The project office of the
airport organized the public consultation with the residents influenced by the
irrigation ponds occupation. The public meeting mainly includies the design unit
which introduces the basic information, environmental impact and planning solutions
of the irrigation scheme and the aiport project →discussion and question by
participants → the construction unit and design unit of water conservancy solve the
problems demonstratively →site survey and recheck →adjust and optimize the
scheme.
7.5.2 The first time of public consultation
On August 29th
2012, the project office organizes the design institute of water
conservancy planning, villagers' representatives from Zaotouzhen, Zunqiaoxiang,
Tashui villages of Maojialing, total of 16 people, to take part in the public meeting on
the preliminary scheme on irrigation compensation on the 2nd
floor of the construction
office of Shangrao Sanqingshan airport. The villager’s representatives discuss the
preliminary schemes on irrigation compensation and put forward detailed opinions
and suggestions (see Figure 7-5-1 in detail). After the meeting, the project office and
design institute of water conservancy, conduct site survey immediately, adjust and
optimize the scheme.
316
Figure 7-5-1 Result of public consultation of airport irrigation schemes (the first time)
Time Place Content Participant Opinion or suggestion Reply
August
29th
2012
Conference
meeting on
the 2nd floor
of the
construction
office of
Shangrao
Sanqingshan
airport
Discussion
meeting on
the
preliminary
scheme on
water
draining of
Shangrao
Sanqingshan
airport
Ding jinhua, Tong xiaojun,
He zijun, Zhouhuajun,
Jiangyan from the airport
office; Lijianchu, Ligong,
Zhujinzhen from water
conservancy and planning
institute of Shangrao;
Shaoqingsong,
Chenguangliang,
Chenyangshui from Zaotou
village,
Zhengzengquan,Libianzhen ,
Dongjinshuai from
Zunqiaoxiang, Xugongmao,
Huangbo from Tashui
village of Maojialing, totally
16 people.
1. Zunqiaoxiang:
(1) The airport construction
need expropriate three
ponds which lead to water
shortage of 300 mu
farmland of the
downstream. The
recommended solution is to
draw water from other
ponds or establish new
ponds.
(2) It suggests changing
part of the internal drainage
path and reducing the
irrigation pressure of
Longzhan Pond (No.3
outlet slightly eastward
about 300m, where can
consider to discharge
Longzai )
(3) No. 2 outlet eastward
150 m, where can increase
a outlet for shunt
(4) Whether the flow of
No.1 outlet is large, it
suggests to broadening and
reinforcement the drainage
channel of the downstream
of Huangwu reservoir
2. Zaotou town
(1) For the relevant five
requisition ponds of airport
construction, the
recommended solution is to
heighten and strengthen the
existing pools to enlarge its
capacity or establish new
ponds.
(2) There is no special
water channel in the
downstream of 38
The
airport
office and
water
conservancy
and planning
unit shall
take the
opinions
from various
villages and
towns,
combine
drainage
with
irrigation,
settle the
newly added
or original
outlet,
survey on
site,
compare the
discussion
result of this
conference,
and adjust
and optimize
the design
scheme.
317
reservoirs, and the
floodway is not enough to
guarantee the complete
drainage, hence, No.5 outlet
can be changed through
Xiaojiashan reservoir, and
strengthen Shishantang
(3)Check the flow from the
No.4 outlet to 38 reservoirs
is large or not, and heighten
and strengthen the drainage
channel of the downstream
(4) No.5 outlet flows into
xiaojiashan ponds, it
suggests to one divide into
two and increase one outlet
to flow into Shigu ponds.
3. Tashui village of
Maojialing
(1) Suggest adding an outlet
in Lianhua ponds
(2) Suggest canceling the
box culvert 2 and
establishing a new pond on
the north side.
(3) It puts forwards to block
the dozens of farmland of
Tashui Xujia on the south
side of the airport after the
airport construction from
south to north. The
cultivation is far away and
very inconvenient, hence it
shall requisition and
replacement.
7.5.3 The second time of public consultation
On September 26th
2012, the project office organizes the design institute of water
conservancy planning, villagers' representatives from Zunqiaoxiang, totally 22 people,
to participate in the public meeting on irrigation compensation alternatives which
covers the Songsanlong pond and Xukulong pond in Zunqiao village committee of
Zunqiaoxiang. The villager’s representatives discuss and compare the three schemes
318
to solve the problem of farmland irrigation compensation because there are two ponds
are to be occupied due to the airport construction (see Figure 7-5-2 in detail). Since
there are technical and procedural problems in each scheme, design unit and EA unit
work together making improvement according to various suggestion.
Figure 7-5-2 Result of public consultation of irrigation compensationschemes (the second time)
Time Place Content Participant Opinion or suggestion Reply
September
26th 2012
Zunqiao
vallige
committee of
Zunqiaoxiang,
Shangrao
Discussion
meeting on
water
alternatives
in
Songsanlong
pond and
Xukulong
pond of the
drainage
scheme of
Shangrao
Sanqingshan
airport
Tong Xioajun,
Lin Ming, Jiang
yan from the
airport office,
Li Jianchun
from water
conservancy
and planning
institute of
Shangrao, the
deputy
township head
of
Zunqiaoxiang,
Wang
Bingbing, the
village officer
of Zunqiao
village, Fang
Zhaohua, the
head of water
conservancy
protection
station of
Zunqiao
village, Zheng
Zengquan,
villages’
representatives
of Zunqiao
village (15
people): Xu
Maosong,
Huang
Liangkun,
1. The villager Huang Liangkun:
I think the best way is to
establish a reservoir for
irrigation near the airport, if
repair the original irrigation
system, which department shall
manage this problem.
2. The head of water
conservancy protection station
of Zunqiao village, Mr. Zheng
said: according to the conditions
and experience I have learned, if
repair and reconstruct the
original water channel, it will be
feasible to construct in
accordance with standards of
three-surface light and it also
can ensure the irrigation of
paddy field. For the first method,
it can establish a reservoir for
irrigation near the airport, which
is feasible in my opinion. I think
that only the two method can be
used, and I would like to listen
to the opinions from your.
3. The villager Xu Maoqing: If
recovery to use the north branch
canal, the water source will not
in our village. We can not
manage the water source of
other villages, during the
irrigation peak, like the busy
season, the water may be
stopped in the upstream and we
can not guarantee the water in
1. There are
many
problems
like
technology
and
procedure
relevant to
build a new
pond near
the airport.
2. Reconstruct
the original
water
channel
shall take
the water
quantity of
water
source into
considerati
on, the cost
will
increase
when
transport
water on
the local
hilly
country.
3. It shall
think about
the
optimized
design
319
Huang Fushan,
Xu Maokun,
Xu Zhengwu,
Xu Maoqing,
Cheng Zuhua,
Fang Shenbing,
Fang Shenlin,
Fang Shenguo,
Wu Xiaomao,
Fang Zhaoshi,
Xu Wubei, Xu
Deyuan, and
Ren Bingxing,
totally 22
people.
our village.
4. The villager Xu Zhengwu: the
water level of 38 reservior is
lower than the paddy field in our
village at first, if we want to
guarantee the water for paddy
field in our village, we will have
no water to use in the future.
5. The village officer, Fang
Zhaohua: It is beneficial for the
villagers to establish a pond with
10 to 15 mu.
6. Compare the two scheme of
reconstructing north main canal
and establish a new pond, the
villagers, as Huang Laingkun as
a representative are more likely
to build a new pond with 10 to
15 mu.
from the
opinions of
villagers.
320
8 Conclusions and Suggestions
8.1 Main conclusions
The construction of Shangtao Sanqingshi airport is in accordance with Layout
Planning of National Civil Airport (transportation of development and reform [2008]
No. 83). The airport’s construction follows the national industrial policy and relevant
planning of civil airport.
Jiangxi province has established Changbei, Jiujiang, Jingdezhen, Jinggangshan
and Ganzhou airport, Yichun airport has approval. The construction of civil airport in
the east part of Jiangxi province is blank; hence, the construction of Shangrao airport
is in accordance with the Twelfth Five-Year Plan for China’s Civil Airport
Development and the Twelfth Five-Year Plan for the National Economy and Social
Development of Jiangxi Province.
The site selection of Shangrao airport is relative less land requisition, the with
good clearance condition, less land occupation, few amount of demolition, convenient
facilities and other advantages. By comprehensive comparison and analysis on the
factors of technology, economics, and environmental impact, it is good in general. By
various environmental protection measures, this project makes pollutants reach the
standards to discharge. The solid waste realizes the municipal concentrated disposal
and all the sewage recycle. The aircraft noise can be acceptable by using sound
insulation; the public consultation shows that this project has received widespread
support from the public.
8.2 Main suggestions
(1) Off-site engineering supporting
At present, the principal part of the project has entered the stage of waiting for
reply for the feasibility study, while the off-site supporting engineering is an
independent project that its preparatory work is obviously behind the principal part of
the project of airport and it is under the stage of planning and design. Hence, the
environmental assessment shall put in the environmental management framework
files of this protect. It suggests speeding up the preparatory work of off-site
321
engineering further. After the conditions are mature, conduct the environmental
impact assessment for the specific projects. At the same time, is shall make sure the
process of supporting engineering to prior to the completion of the principal part of
the project, which guarantee the smooth running of the airport.
(2) Irrigation replaces the compensation scheme
For the problem of the occupied farmland irrigation and water source of
Shangrao airport, there has no specific compensation/alternative scheme. It can
suggest that the design department of water conservancy and the airport company can
fully consult the opinions of the influenced public. It also shall consider the project
risk and other factors to formulate the reasonable, economic and environmental water
source alternative scheme.
(3) Tracking and monitoring of airport noise
The conditions closely related to noise effect like flights, flight schedule, running
state of aircraft movement area have not put into practice, and the current predicting
outcomes of noise of Shangrao airport are based on analog data and operating
parameter of aviation. When adjust the relevant parameters, the operating status of
airport also change. The predicting outcomes of leq have great changes. Hence, for
the OOS of the noise prediction of Shangrao Airport, it is necessary to solve the
possible noise problems of Shangrao Airport by combining the tracking and
monitoring during the operation period with the noise calculation method in the
future.
322
Annex I Sample List of Public Consultation(the first time)
Questionnaire of First-time Public Consultation
Name Gender Age Educational level
Working unit Nationality Occupation
Home address Tel.
The planned construction Shangrao Airport is located in Zunqiao township, Shangrao City,
Jiangxi Province with 4C flight area and 2,400 m × 45 m runway. A vertical taxiway is set up.
There are five flights in the station site(5C), the newly-built terminal covers an area of 6,000 m2,
the parking lot is 5,000 m2;Supporting works mainly include air traffic control, oil supply, power
supply, water supply, etc. The expected target of annual (in 2020) passenger throughput is 500,000
people / year, the number of airplanes that take off and land is 4,800 sorties / year. The main
environment impacts produced by this project and solutions are:
① Noise: according to the noise forecast of Shangrao Airport in 2020, there is no village above
standard for airport noise among residents(Lwecpn≥75dB)or school above standard for special
sensitive areas like school and hospital(Lwecpn≥70dB)in the sensitive spots around the airport in
the forecast year. The effect of airport noise meets the requirement of national standard in China.
In accordance with the scope under the impacts of airplane noise, residential area, school and
hospital shall be avoided within 0.3 km on both sides and 1km at both ends of the runway in the
land-use planning around the airport. The construction of residential areas near the airport shall be
planned in a reasonable way in the new rural construction, and the scattered residents within 1 km
at ends and 0.3 km on both sides of the runway should move out of this area in a planned way to
provide space for the airport.
② Ecology: 148.85 hectares of new land is acquired for this project, which mainly includes forest
land and arable land, etc. Without sensitive ecological protection goal in the airport, the impacts
on ecological environment is not obvious during the construction period apart from loss on
production of agriculture & forestry and relevant ecological benefit; the regional ecological
environment basically undergoes without influence during the operation period, and the ecological
loss can be compensated through the greening in the airport. Apart from loss on vegetation
biomass and output of husbandry, the ecological environment suffers from little impacts; during
the operation period, it needs to put greening in the airport in place, prevent the invasion of alien
species and strengthen measures to drive birds.
③ Ambient air: the pollution of ambient air brought by operation of airport mainly includes the
process of taking off and landing of airplanes, exhaust of vehicles in and out of the airport, boiler
smoke and loss on oil depot and products used by the airport, etc. The main pollutant is the boiler
smoke. Since the boiler in the airport adopts natural gas as fuel, which is a clean energy, the
323
exhaust pollution has little impact.
④ Water environment: the sewage in the airport during this period is recycled or temporarily
stored without being discharged into the surrounding rivers to produce little impact on the surface
water environment. Anti-seepage materials are paved in the oil depot of the airport, which ensures
that leakage of oil depot does not influence the quality of groundwater for residents.
⑤ Solid waste: the aerial aviation rubbish, household garbage and sludge in the airport are
disposed of by the municipal administration. The dirty oil of the oil depot is handled by the
qualified units.
1. Do you know this project? A. No B. Yes
2. The way you know this project: A. TV B. Newspaper C. Radio D.
Symposium E. Others
3. If you think the construction of airport
influences your life, the influence:
A. Construction noise B. Inconvenient
transportation C. Construction raises dust D.
Construction garbage E. Others
4. Do you think that the operation of the
airport can affect your life, the influences if
any :
A. Noise B. Ecological environment C. Air
quality D. Water environment E. Solid waste
F. Others G. No influence
5. Do you think that the environmental
protection measures taken by the planned
project are feasible?
A. All feasible B. Infeasible
(If you choose A, you can skip 6)
6. If you think the environmental
protection measures we proposed are
infeasible, the aspects you think need to be
improved:
A. Noise control B. Ecological restoration C.
Waste gas treatment D. Sewage discharge E.
Garbage disposal F. Others
7. Do you support the construction of this
project after environmental measures are
taken?
A. Yes B. No C. I don’t care
Please give your reasons for not supporting
8. Please give your opinions or suggestions for the construction and environmental protection of
this project:
324
Annex II Sample List of Public Consultation (the second time)
Questionnaire of Second-time Public Consultation
Name Gender Age Educational
level
Village
Location Tel.
The planned construction Shangrao Airport is a project of World Bank loan, located in Zunqiao
township, Shangrao City, Jiangxi Province with a 2,400 m × 45 m runway. A vertical taxiway is
set up. There are five flights in the station site (5C), the newly-built terminal covers an area of
6,000 m2, the parking lot is 5,000 m
2;Supporting works mainly include air traffic control, oil
supply, power supply, water supply, etc. The expected target of annual (in 2020) passenger
throughput is expected to be 500,000 people / year, the number of airplanes that take off and land
is 4,800 sorties / year, water supply, power supply, pollution discharge, oil supply and other
ancillary works are built. The main environmental impacts produced by this project and solutions
are:
① Noise: the impacts of airport noise meet the requirement of national standard in China.
According to the requirement for noise standard of the World Bank, some residents are in the
scope with noise above standard, certain measures for relieving the noise impacts are taken to
reduce the noise impacts after the airport is built.
② Ecology: 148.85 hectares of new land is acquired for this project, which mainly includes forest
land and arable land, etc. Without sensitive ecological protection goal in the airport, the impacts
on ecological environment is not obvious during the construction period apart from loss on
production of agriculture & forestry and relevant ecological benefit; the regional ecological
environment basically undergoes without influence during the operation period, and the
ecological loss can be compensated through the greening in the airport. Apart from loss on
vegetation biomass and output of husbandry, the ecological environment suffers from little
impacts; during the operation period, it needs to put greening in the airport in place, prevent the
invasion of alien species and strengthen measures to drive birds.
③ Ambient air: The pollution of ambient air brought by operation of airport mainly includes the
process of taking off and landing of airplanes, exhaust of vehicles in and out of the airport, boiler
smoke and loss on oil depot and products used by the airport, etc. The main pollutant is the boiler
smoke. Since the boiler in the airport adopts natural gas as fuel, which is a clean energy, the
exhaust pollution has little impact.
④ Water environment: some sewage in the airport during this period is recycled in the airport,
and the rest that can not be recycled enters the municipal sewage plant through the municipal
325
sewage pipe network without being discharged into the surrounding rivers to produce little impact
on the surface water environment. Anti seepage materials are paved in the oil depot of the airport,
which ensures that leakage of oil depot does not influence the quality of groundwater for
residents.
⑤ Solid waste: the aerial aviation rubbish, household garbage and sludge in the airport are
disposed of by the municipal administration. The dirty oil of the oil depot is handled by the
qualified units.
1. Do you know this project? A. No B. Yes
2. If you think the construction of airport
influences your life, the influences:
A. Construction noise B. Inconvenient
transportation C. Construction raises dust
D. Construction garbage E. Others
3. Do you think that the operation of the
airport can affect your life, the influences if
any :
A. Noise B. Ecological environment C.
Air quality D. Water environment E. Solid
waste F. Others G. No influence
4. Do you think that the environmental
measures taken by the planned project are
feasible?
A. All feasible B. Infeasible
(If you choose A, you can skip 5)
5. If you think the environmental measures we
propose are infeasible, the aspects you think
need to be improved are:
A. Noise control B. Ecological restoration
C. Waste gas treatment D. Sewage discharge
E. Garbage disposal F. Others
6. Do you support the construction of this
project after environmental measures are
taken?
A. Yes B. No C. I don’t care
Please give your reasons for not supporting
7. Please give your opinions or suggestions for the construction and environmental protection of
this project:
Result Statistics of Questionnaire of Second-time Public Consultation
1. Do you know this project? A. No(6) B. Yes(93)
2. If you think the construction of airport
influences your life, the influences are:
A. Construction noise(47) B. Inconvenient
transportation(34) C. Construction raises
dust(11) D. Construction garbage(7) E.
Others(7)
3. Do you think that the operation of the
airport can affect your life, the influences
are (if any) :
A. Noise(49) B. Ecological environment(16)
C. Air quality(10) D. Water environment(8) E.
Solid waste(0) F. Others(6) G. No
326
influence(30)
4. Do you think that the environmental
measures taken by the planned construction
project are feasible?
A. All feasible (89) B. Infeasible (9)
5. If you think the environmental protection
measures we proposed are infeasible, the
aspects you think need to be improved are:
A. Noise control (33) B. Ecological restoration
(8) C. Waste gas treatment (7) D. Sewage
discharge (7) E. Garbage disposal (3) F.
Others (3)
6. Do you support the construction of this
project after environmental protection
measures are taken?
A. Yes (99) B. No (0)
327
Annex III: Derivation of Relations between LWECPN and LDN
LWECPN (Weighted Equivalent Continuous Perceived Noise Level) is a measure
proposed by International Civil Aviation Organization (ICAO) to assess the noise of
aircrafts, which may be utilized to assess the noises generated during the process of
various aviation activities such as taking off, landing and flying etc. Although LWECPN
is not universal in Europe and the United States, internationally there isn’t any
universal measure to assess the airport noises and each country sets up its own
measure according to the national conditions. At present, the United States, as the
largest aviation country in the world, utilizes LDN (the Day-Night Average Sound Level) as
the measure to assess the noise of aircrafts (other than California).
1.The LWECPN utilized by China is defined as:
4.39)103lg(10 321 NNNLL EPNWECPN dB (1)
Where: LEPN - the average value of the energy at effective perceived noise
levels in N flights;
N1, N2, N3 - the respective numbers of flights in the daytime (generally from
07:00 to 19:00), in the evening (generally from 19:00 to 22:00) and at night
(generally from 22:00 to 07:00 ) .
On the basis of
2
1
)(1.0
0
101
lg10t
t
tL
EPN dtT
L TPN
(Where T0=10 s)
(2)
And replace 39.4 with 10× 8640lg , Formula (1) may be converted as follows:
)( 3
86400
10310lg10
8640
1031010
1
lg10
8640
103101
lg10
321
)(1.0
321
)(1.0
321
)(1.0
0
2
1
2
1
2
1
NNNdt
NNNdt
NNNdtT
L
t
t
tL
t
t
tL
t
t
tL
WECPN
TPN
TPN
TPN
328
In Formula (3),
2
1
)(1.010t
t
tL dtTPN
represents the average noise energy in every
flight. N1+3N2+10N3 represent the weighted number of flights in each day. The
coefficient 3 represents the weighted number of flights in the evening, i.e., a flight in
the evening is equivalent to 3 flights in the daytime, or a punishment of 5 decibels
will be added for each flight in the evening. The coefficient 10 represents the
weighted number of flights at night, i.e., a flight at night is equivalent to 10 flights in
the daytime, or a punishment of 10 decibels will be added for each flight at night.
Therefore, the numerator in the brackets represents the cumulative noise energy of all
flights in a day, and the denominator 86400 is the number of seconds in a day
(24×3600=86400). Thus it can be seen the physical significance of LWECPN: i.e.,
the effect of aircraft noise per second on people (at the effective perceived noise
level).
2. The LDN utilized by the United States (other than California) is defined as[5]:
4.49)10lg(10 NDSEDN NNLL dB (4)
Where: SEL - the sound exposure level, referring to the average value of
A-weighted sound level per second converted from all noises
exposed in a certain measure point in each flight;
ND, NN - the respective numbers of flights in the daytime (generally from 07:00 to
22:00) and at night (generally from 22:00 to 07:00 ).
On the basis of
2
1
)(1.0
0
101
lg10t
t
tL
SE dtt
L A (t0 = 1 s) (5)
And replace 49.4 with 10× 86400lg , Formula (4) may be converted as follows:
)( 6
86400
1010
lg10
86400
10101
lg10
2
1
2
1
)(1.0
)(1.0
0
ND
t
t
tL
ND
t
t
tL
DN
NNdt
NNdtt
L
A
A
In the formula mentioned above, 2
1
)(1.010t
t
tL dtA represents the average noise
energy in every flight. ND+10NN represent the weighted number of flights in each day.
The coefficient 10 represents the weighted number of flights at night, i.e., a flight at
329
night is equivalent to 10 flights in the daytime, or a punishment of 10 decibels will be
added for each flight at night. Therefore, the numerator in the brackets represents the
cumulative noise energy of all flights in a day, and the denominator 86400 is still the
number of seconds in a day. Thus it can be seen the physical significance of LDN: i.e.,
the effect of aircraft noise per second on people (at A-weighted sound level).
3.Discussions on the Standards
Theoretically, LWECPN is based on the noisiness, with the effective perceived noise
level LEPN as the measure to assess individual noise event; while LDN is based on the
loudness, with the A-weighted sound level as the measure to assess individual noise
event. Therefore, it’s unlikely to conduct accurate conversion between such two
measures. However, the approximate quantitative relations between the two measures
may be obtained.
Where the differences brought by pure tone modifications are ignored:
)()( tLtL PNTPN (7)
Then, the approximation relation between LPN and LA is[5]
:
13)()( tLtL APN (8)
On the basis of Formula (2), Formula (5) and the aforesaid approximation
relation, the relation between LEPN and LSE may be derived. The derivation process is
as follows:
SE
t
t
tL
t
t
tL
t
t
tL
t
t
tL
t
t
tL
t
t
tL
t
t
tL
EPN
Ldtt
dtt
dttT
t
dttT
tdt
T
dtT
dtT
L
A
AA
AA
PNTPN
3)101
lg(1010lg10
)101
(1010
1lg10)10
1(10lg10
)1010(1
lg10101
lg10
)101
lg(10101
lg10
2
1
2
1
2
1
2
1
2
1
2
1
2
1
)(1.0
0
3.0
)(1.0
0
3.1)(1.0
0
3.1
0
0
3.1)(1.0
00
0)13)((1.0
0
)(1.0
0
)(1.0
0
That is: 3 SEEPN LL (9)
330
On the basis of Formula (1) (utilized to define LWECPN), Formula (4) (utilized to
define LDN), Relation Expression (9) and the weighted rules for time intervals, it can
be derived that:
)( 102)103(
)103(lg1013
103lg1013
2321
321
321
NNNN
NNNL
NN
NNNLL
DN
ND
DNWECPN
As for common airports, it’s not likely that N2/(N1+3N2+10N3)≥0.1, then generally
speaking:
1.02)103(
)103(lg
2321
321
NNNN
NNN
In view of the aforesaid inequality, Formula (10) may be simplified to the following
approximation relation:
14 DNWECPN LL (11)
The current noise assessment standard in the United States is LDN=65dB, equivalent to
79dB after being converted to LWECPN. Therefore, it may be deemed that the current
standards implemented in China (i.e., 70dB and 75dB) are stricter than the current
noise assessment standard for aircrafts in the United States.
Annex IV Evaluation Standard for Green Building
Foreword
This "Evaluation Standard for Green Building" is developed by the China Academy of Building
Research, Shanghai Research Institute of Building Sciences and relevant organizations according
to the requirements of the Document Jian Biao [2005] No.63 issued by the Ministry of
Construction.
This is the first comprehensive green building evaluation standard that targets multiple objectives
and functional levels. It is developed based on the experiences of recent green building practices,
research outcomes as well as referencing advanced international experiences to meet the
requirements of practically workable implementation of energy and natural resources
331
conservation.
During the development of this standard, relevant opinions are widely sought. Important issues are
specially investigated. Specific detailed contents are repeatedly discussed; amendments are
coordinated and finally confirmed after examination.
The standard includes: General Provisions, Terms, Basic Requirements, Residential Buildings and
Public Buildings.
The Ministry of Construction is in charge of the administration of this standard and the China
Academy of Building Research (Address: 30 East Road of the North Third Ring Road, Beijing,
Postal code: 100013) is responsible for the explanation of specific technical contents. All relevant
organizations are kindly requested to sum up and accumulate your experiences in actual practices
during the process of implementing this standard.
Chief Development Organizations: China Academy of Building Research
Shanghai Research Institute of Building Sciences
Participating Development Organizations: China Academy of Urban Planning and Design
Tsinghua University
China State Construction Engineering Corporation
China Building Material Academy National Engineering Research Center for Urban Water &.
Wastewater Shenzhen Research Institute of Building Sciences
China Urban Construction Design and Research Institute
Chief Drafting Staff:
Wang Youwei, Han Jihong, Zeng Jie, Yang Jianrong, Fang Tian, Pei Wangwei, Qin Youguo, Mao
Zhibing, Ma Juanrong, Chen Li, Ye Qing, Xu Wenlong, Lin Haiyan, Lang Siwei, Cheng Zhijun,
An Yu, Zhang Beihong, Fan Hongyu, Wang Weihua, Lin Borong, Zhao Ping, Yu Zhenping, Guo
Xingfang, Tu Yingshi, Liu Jingli
1. General Principles
1.0.1 This standard is formulated with a view to implement state economic policies on resource
saving and environmental protection, improve sustainable development and standardize
evaluations of green building.
1.0.2 This standard is to be used for the evaluation of residential buildings, and official buildings,
commercial buildings and hotels in the public building sector.
1.0.3 In evaluating green buildings, comprehensive consideration shall be given to energy, land,
water, material savings and environmental protection throughout the whole building life cycle
332
while satisfying different building functional requirements.
1.0.4 In evaluating green building, the appropriate site context, climate, natural resources and
environment as well as the local economy and culture shall be integrally evaluated.
1.0.5 The evaluation shall not only be in accordance with this standard but shall also be in
accordance with state laws and other related standards to reflect the integration of economic,
social and environmental benefits.
2. Terms
2.0.1 Green Building
Green building is the building that maximizes conservation of resources (including energy, land,
water and materials), protects the natural environment and minimizes pollution. It provides people
with healthy, adaptive and efficient spaces during its life cycle and coexists in harmony with the
natural environment.
2.0.2 Heat Island Index
The heat island index of the region in the city is the temperature difference between the region in
the city and nearby suburbs. It is the index of the heat island effect.
2.0.3 Renewable Energy
Renewable energy is energy from nature that is renewable non-fossil energy, including wind, solar,
hydro, biomass, geothermal and ocean energy, etc.
2.0.4 Nontraditional Water Source
Nontraditional water source is the water source other than the traditional surface water and ground
water. It includes reclaimed water, rain water and sea water, etc.
2.0.5 Reusable Material
Reusable materials are materials that can be reused directly, or that can be reused after reassembly
or restoration, under the premise of not changing the form of the material.
2. 0.6 Recyclable Material
Recyclable materials are materials that can be changed to other forms and used a-gain. The
materials may undergo several cycles of such processes.
3. Basic Regulations
3.1 Basic Requirements
3.1.1 The green building evaluation shall target single building or groups of buildings. For outdoor
environments of a single building, the evaluation shall be based on the surrounding environment
of this building only.
3.1.2 For new construction, extension and renovation of residential or public buildings, the
evaluation shall be conducted one year after completion and occupation.
3.1.3 The application for the evaluation shall conduct the building technical and economic life
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cycle analyses, rationally determine the building scale, select appropriate technologies, system
installations and materials and deliver reports on all these analyses.
3.1.4 The application for the evaluation shall control the processes of planning, design and
construction complying with the requirements of the standard and deliver related documents of the
process control.
3.2 Evaluation and Rating
3.2.1 The index system of this standard includes land saving and outdoor environment, energy
saving and utilization, water saving and utilization, material saving and utilization, indoor
environment quality, operations and management. Each index includes prerequisite items,
standard items, and outstanding items.
3.2.2 Green building shall satisfy all prerequisite items of requirements in Chapter 4: Residential
Buildings, or Chapter 5: Public Buildings, and shall be evaluated to three different ratings
according to the number of satisfied standard items and outstanding items. The required number of
standard and outstanding item of the three ratings is shown in Tables 3.2.2-1 and 3.2.2-2.
Table 3.2.2-1Items of requirements for evaluation of green building (Residential Buildings)
Standard items (total 40 items) Outstandi
ng items
(total 9
items)
Rating Land saving
and outdoor
environmen
t (total 8
items)
Energy
saving and
utilization
(total 6
items)
Water
saving and
utilization
(total 6
items)
Material
saving and
utilization
(total 7
items)
Indoor
environmen
t quality
( total 6
items)
Operation
and
managemen
t (total 7
items)
★ 4 2 3 3 2 4 —
★★ 5 3 4 4 3 5 3
★★★ 6 4 5 5 4 6 5
Table 3.2.2-2 Items of requirements for evaluation of green building (Public Buildings)
Rating
Standard items (total 43 items) Outstandi
ng items
(total 14
items)
Land saving Energy Water Material Indoor Operation
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and outdoor
environmen
t (total 6
items)
saving and
utilization
(total 10
items)
saving and
utilization
(total 6
items)
saving and
utilization
(total 8
items)
environmen
t quality
(total 6
items)
and
managemen
t (total 7
items)
★ 3 4 3 5 3 4 —
★★ 4 6 4 6 4 5 6
★★★ 5 8 5 7 5 6 10
If a provision is not relevant for the location, climate and building type of the evaluated building,
the provision may not be evaluated and the total number of evaluation items will be
correspondingly reduced. The rating may be determined by proportionately adjusting the items of
requirements.
3.2.3 The result of the evaluation of qualitative provisions in the standard is Pass or Fail. For
provisions with multiple requirements, all such requirements must be satisfied to pass.
4. Residential Buildings
4.1 Land Saving and Outdoor Environment
Prerequisite Items
4.1.1 Conserve site cultural heritage and relic, water eco-systems, wetlands, prime farmlands,
forests and other protected areas.
4.1.2 Avoid flood-prone, landslide-prone, and radon-prone sites. No electromagnetic radiation, fire
hazards, explosive, and poisonous material sources within safety distances.
4.1.3 Occupancy land use index (area per occupant) : Low-rise not more than 43m2, multi-rise not
more than 28m2, mid-rise not more than 24m
2 , high-rise not more than 15m
2.
4.1.4 Residential district building configuration to guarantee indoor and outdoor sunlight,
daylighting and ventilation requirements and satisfy related requirements of the sunlight standard
in the current national standard "Code of Urban Residential Areas Planning &- Design" GB
50180.
4.1.5 Use site-suitable and climate-suitable indigenous plants, or plants that are of less
maintenance, durable, low pest, and non-harmful to humans.
4.1.6 Greening rate no less than 30% in residential districts and public green areas no less than lm2
per occupant.
4.1.7 No pollution discharge source within the residential district exceeding standard.
4.1.8 Formulate and implement specific measures to protect the environment and control air, soil,
noise, water and light pollution on site and the effects on surrounding areas during construction.
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Standard Items
4.1.9 Provide public facilities according to master planning, based on mixed-use and residential
district sharing principles.
4.1.10 Maximize rehabilitation and reuse of existing buildings.
4.1.11 Environmental noise in residential districts to be in accordance with the current national
standard "Standard of Environmental Noise of Urban Area" GB 3096.
4.1.12 Residential district average exterior heat island index not more than 1.5°C.
4.1.13 Residential district wind environment to be conducive to outdoor pedestrian
comfort during winter and natural ventilation during summer and transit seasons.
4.1.14 Plant a variety of indigenous vegetations, in a multi-layer biocoenosis comprising the tall
arbor layer, shrub layer and grass (floor) layer according to local climatic conditions and natural
vegetation distribution characteristics. No less than 3 arbor trees every 100m2.
4.1.15 Locate residential district and its entrance to ease access to public transport network.
Entrance not to exceed 500m walking distance to public transport hub.
4.1.16 Adopt water permeable pavement to non-automotive paths, surface parking and other hard
surfaces in residential district. Use planting to provide sun-shading. Water permeable surface ratio
of outdoor ground to be no less than 45%.
Outstanding Items
4.1.17 Rationally exploit the use of underground spaces.
4.1.18 Rationally use abandoned sites for building. Treat polluted abandoned land to meet relevant
standards.
4.2 Energy Saving and Energy Resource Utilization
Prerequisite Items
4.2.1 Heating, ventilation and air conditioning (HVAC) design to be in accordance with the
requirements of the national and local energy saving standards.
4.2.2 The coefficient of performance (COP) and energy efficiency ratios (EER) of chilled water
system for centralized air conditioning system, or single packaged air conditioning unit to be in
accordance with the relevant requirements of the current national standard "Design Standard for
Energy Efficiency of Public Buildings" GB 50189.
4.2.3 Provide adjustable thermostats and energy sub-metering when using centralized heating
and/or centralized air conditioning system in individual residential unit.
General Items
4.2.4 Utilize natural site conditions in designing the building shape, orientation, spacing, and
window to wall area ratios to achieve sunlighting, ventilation, daylighting, and install sun shading
devices when needed.
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4.2.5 Use of high efficiency equipments and systems. The heating energy ratio (EHR) of the hot
water recirculation pump in the central water heating system, and the transport efficiency ratio
(TER) of hot and cold water in air-conditioning systems to be in accordance with the requirements
of the national standard "Design Standard for Energy Efficiency of Public Building" GB 50189.
4.2.6 The coefficient of performance (COP) and energy efficiency ratios (EER) of chilled water
system for centralized air conditioning system, or single packaged air conditioning unit to be one
grade above the relevant requirements of the current national standard "Design Standard for
Energy Efficiency of Public Buildings" GB 50189.
4.2.7 Use efficient lamps, lampshades, low maintenance ballasts and energy saving control gear in
public spaces. Use timers or dimming devices to control the artificial lighting in space where of
daylighting is available.
4.2.8 Use energy recovery systems when using centralized heating and/or centralized air
conditioning systems.
4.2.9 Maximize renewable energy sources (solar, geo-thermal, etc. ) according to local climatic
and natural resource conditions. Renewable energy use to be larger than 5% of the total energy
consumption.
Outstanding Items
4.2.10 Heating and/or air condition energy use to be no more than 80% of the requirements of the
national and local energy saving standards.
4.2.11 Renewable energy use to be larger than 10% of the total energy consumption.
4.3 Water Saving and Water Resource Utilization
Prerequisite Items
4.3.1 During the planning and design stage, formulate the water system plan and integrate the use
of various water resources.
4.3.2 Adopt effective measures to prevent leakage from water distribution system.
4.3.3 Install water-saving utensil and equipment to achieve water saving rate not less than 8%.
4.3.4 Eliminate the use of municipal water and self-provided underground well water for
landscaping use.
4.3.5 Adopt safety precautions when using non-traditional water to avoid any adverse impacts on
human health and the surroundings.
General Items
4.3.6 Rationally plan rainwater runoff of site and building roof surfaces to reduce surface runoff,
and to increase infiltration of the site.
4.3.7 Use non-potable water such as reclaimed water and/or rainwater for landscaping and car
washing.
4.3.8 Use sprinkling and micro irrigation and other efficient techniques for landscape irrigation.
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4.3.9 When reclaimed water is used for non-potable purposes, give priority to nearby centralized
reclaimed water plant. If there is no centralized reclaimed water plant nearby, rationally select
other reclaimed water sources and treatment techniques after comparing technology and
cost-benefit analyses.
4.3.10 In water scarce regions with heavy rainfall, rationally adopt cost-effective techniques for
rainwater collection and utilization, after technical comparison and cost-benefit analyses.
4.3.11 Non-traditional water utilization rate not less than 10%.
Outstanding Items
4.3.12 Non-traditional water utilization rate not less than 30%.
4.4 Material Saving and Material Resource Utilization
Prerequisite Items
4.4.1 Limit of harmful contents in construction materials to be in accordance with the
requirements of the current national standard GB 18580~GB 18588 and "Limit of Radionuclides
in Building Materials" GB 6566.
4.4.2 Building shape and facade to be plain and simple without excessive decorative components.
General Items
4.4.3 Building materials manufactured within 500km from the construction site to be more than
70% of the total weight of all construction materials.
4.4.4 Use pre-mixed concrete for site-cast concrete works.
4.4.5 Use high performance concrete and high strength steel in building structures.
4.4.6 Sort solid debris generated during construction, demolition of old buildings and site clearing.
Recover any reusable and recyclable materials.
4.4.7 During design and materials selection, consider the recyclability of the materials. While
ensuring safety and not polluting the environment, the use of recyclable building materials to be
higher than 10% of the total weight of all construction materials.
4.4.8 Integrate construction and decoration to avoid damaging or demolishing completed building
elements and installation.
4.4.9 Under the premise of ensuring performance, the use of discarded materials as raw materials
for manufacturing certain construction materials to be no less than 30% compared to similar
construction materials.
Outstanding Items
4.4.10 Use of energy efficient and minimal environmental impact structural systems.
4.4.11 Use of reusable construction materials rate to be larger than 5%.
4.5 Indoor Environmental Quality
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Prerequisite Items
4.5.1 At least one room in each apartment to satisfy the requirements of the sunlight standard. At
least two rooms in each apartment to satisfy the requirements of the sunlight standard if the
apartment has four or more rooms.
4.5.2 Exterior windows to be sited in bedrooms, living rooms, study rooms and kitchen. Daylight
index in rooms not to be lower than current national standard "Standard for Daylighting Design of
Buildings" GB/T 50033.
4.5.3 Effective noise insulation and reduction measures for building envelope to be taken.
Daytime permitted noise level under closed windows condition in bedrooms and living rooms to
be no larger than 45dB (A); night-time level to be no more than 35dB (A). Weighted airborne
sound reduction across floors and party walls to be not less than 45dB; Weighted standardized
impact sound level through floors to be not more than 70dB. Weighted airborne sound reduction
through apartment doors to be not less than 30dB; Weighted airborne sound reduction through
exterior windows to be not less than 25dB and not less than 30dB when facing streets.
4.5.4 Area of openings for natural ventilation to be not less than 8% of floor area in hot summer
warm winter and hot summer cold winter regions and not less than 5% in other regions.
4.5.5 Indoor airborne formaldehyde, benzene, ammonia, radon and TVOC contaminant
concentration to be in accordance with the requirements of the current national standard "Code for
Indoor Environmental Pollution Control of Civil Building Engineering" GB 50325.
General Items
4.5.6 Residential spaces with good field of view through exterior windows and avoid visual
interference between apartments. When an apartment has two or more bathrooms, at least one
bathroom has exterior windows.
4.5.7 No condensation on interior surfaces of roof, floor, exterior wall and exterior window under
design room temperature and humidity conditions.
4.5.8 Under naturally ventilated conditions, the highest interior surface temperatures of roof, east
and west external walls to satisfy requirements of current national standard "Thermal Design Code
for Civil Building" GB 50176.
4.5. 9 Room temperature control devices or measures to be adopted in apartments with heating
and/or air-conditioning system.
4.5. 10 Use adjustable external sun shading devices to prevent direct solar radiation
through windows during summer.
4.5.11 Install mechanical ventilation or indoor air quality (IAQ) monitoring devices.
Outstanding Items
4.5.12 Energy storage, humidity control, or materials that improve indoor air quality (IAQ) in
bedrooms and living rooms.
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4.6 Operation and Management
Prerequisite Items
4.6.1 Formulate and implement policies on energy-saving, water-saving, material-saving and
greening management.
4.6.2 Separate residential water, electricity and gas metering and charges.
4.6.3 Formulate waste management policies to effectively manage waste-streams, waste sorting
and collection to avoid indiscriminate dumping and secondary pollution.
4.6.4 Install closed waste collection bins, with stringent cleaning procedures and store domestic
waste in garbage bags.
General Items
4.6.5 Install washing and drainage systems in waste collection station. Waste collection station to
be cleared in a timely manner without polluting the environment and emitting bad odors.
4.6.6 Properly implement intelligent building systems, deploy technologically advanced, practical,
and reliable building security, management, equipment control and information communication
network sub-systems to meet requirements.
4.6.7 Use non-hazardous pest prevention techniques, approved chemical agents, including
pesticides, herbicides, fertilizers, and effectively prevent soil and groundwater pollution.
4.6.8 Survival rate of planting and transplanting of trees to be larger than 90% and vegetation in
good growing conditions.
4.6.9 Facilities management services to be certified by ISO 14001 "Environmental Management
System".
4.6.10 Sorted waste collection rate (ratio of number of households practicing waste sorting to total
number of households) to be more than 90%.
4.6.11 Equipment and conduit installations should be easy to maintain, modify and replace.
Outstanding Items
4.6.12 Separate collection of biodegradable waste or installing biodegradable waste processing
room. Waste collection or waste processing room to have ventilation or exhaust fans, washing and
drainage facilities, without secondary pollution from processing procedures.
5. Public Buildings
5.1 Land Saving and Outdoor Environment
Prerequisite Items
5.1.1 Conserve site cultural heritage and-relic, water eco-systems, wetlands, prime farmlands,
340
forests and other protected areas.
5.1.2 Avoid flood-prone, landslide-prone, and radon-prone sites. No electromagnetic radiation, fire
hazards, explosives, and poisonous material sources within safety distances.
5.1.3 No light pollution towards surrounding buildings, without influence on sunlight availability
requirements of surrounding residential buildings.
5.1.4 No discharge of pollution sources within the site exceeding standard.
5.1.5 Formulate and implement specific measures to protect the environment and control various
pollution on site and effects on the surrounding areas during construction.
General Items
5.1.6 Site environmental noise to be in accordance with the current national standard "Standard of
Environmental Noise of Urban Area" GB 3096.
5.1.7 Wind speeds to be lower than 5m/s in pedestrian areas around buildings, without influence
on outdoor activity comfort and building ventilation.
5.1.8 Rational use of green roofs and vertical greening.
5.1.9 Selection of site-suitable and climate-suitable indigenous plants and include composite arbor
layer and scrub layer vegetation.
5.1.10 Rational site transportation planning. Site entrance not to exceed 500m walking distance to
public transport hub.
5.1.11 Rationally exploit the use of underground spaces.
Outstanding Items
5.1.12 Rationally use abandoned sites for building. Treat polluted abandoned land to meet relevant
standards.
5.1.13 Maximize the reuse of old buildings and include into project planning.
5.1.14 External water permeable surface ratio to be no less than 40%.
5.2 Energy Saving and Energy Resource Utilization
Prerequisite Items
5.2.1 Building envelope thermal performance index to be in accordance with the requirements of
the national and local energy saving standards.
5.2.2 Cooling and heating system energy efficiency ratios (EER) to be in accordance with the
requirements of the current national standard "Design Standard for Energy Efficiency of Public
Buildings" GB 50189—2005, Articles 5.4.5, 5.4.8 and 5.4. 9. Boiler energy efficiency to be in
accordance with Article 5.4.3.
5.2.3 No use of electric boilers and electric water heaters for direct heating or as heating source for
air conditioning systems.
5.2.4 Lighting power densities (LPD) in all building spaces and site to be no higher than the actual
341
values in the current national standard "Standard for Lighting Design of Buildings" GB 50034.
5.2.5 Implement separate energy sub-metering for systems including heating and cooling, delivery,
and lighting systems in new buildings.
General Items
5.2.6 Design of building layout to be conducive to sun-lighting but avoids prevalent winds in
winter, and conducive to natural ventilation in summer.
5.2.7 Operable external window area to be no less than 30% of total external window area; curtain
wall facade to have operable openings or ventilation installations.
5.2.8 External window air tightness to be not less than Grade 4 requirements of the current
national standard "Graduation and Test Method for Air Performance of Windows" GB 7107.
5.2. 9 Rational use of heating and cooling thermal storage technologies.
5.2.10 Preheat (or precool) intake air using exhaust air and reduce total load from
outdoor air.
5.2.11 Implement full outside air or adjustable outside air mixer for all-air air conditioning
systems.
5.2.12 Adopt effective energy saving measures for ventilation and air conditioning systems when
building is under partial heating and cooling load condition, and when partially occupied.
5.2.13 Use high efficiency equipments and systems. Air conditioning system fan efficiency and
cold/hot water systems energy efficiency ratios (EER) to be in accordance with the requirements
in Sections 5.3.26 and 5.3.27 of the current national standard
"Design Standard for Energy Efficiency of Public Buildings" GB 50189—2005.
5.2.14 Use methods such as excess or reject heat capture to provide necessary steam
or domestic hot water needs of the building.
5.2.15 Implement separate energy sub-metering for systems including heating and cooling,
delivery, and lighting systems in renovation and extension public building.
Outstanding Items
5.2.16 Building design total energy use level to be less than 80% of the requirement value in the
current national and local energy saving standard.
5.2.17 Use of distributed combined heat and power (CHP) technology and increase integrated
energy use efficiency.
5.2.18 Maximize renewable energy use (solar, geo-thermal, etc. ) according to local climatic and
natural resource conditions. Renewable energy use for domestic hot water to be not less than 10%
and not less than 2% of building electricity use.
19 Lighting power densities (LPD) in all building spaces and site to be no higher than the
objective values in the current national standard "Standard for Lighting Design of Buildings" GB
50034.
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5.3 Water Saving and Water Resource Utilization
Prerequisite Items
5.3.1 During the planning and design stage, formulate the water system plan and integrate the use
of various water resources.
5.3.2 Rational installation and comprehensive water supply and drainage systems.
5.3.3 Adopt effective measures to prevent leakage from water distribution system.
5.3.4 Rationally adopt water-saving utensil and equipment.
5.3.5 Adopt safety precautions when using non-traditional water to avoid any adverse impacts on
human health and the surroundings.
General Items
5.3.6 Rationally adopt cost-effective techniques for rainwater collection and utilization, after
comparing technology and cost-benefit analyses.
5.3.7 Use non-traditional water for landscaping, scenic environment use and vehicle washing.
5.3.8 Use sprinkling, micro irrigation and other efficient techniques for landscape irrigation.
5.3.9 Use centralized reclaimed water nearby for non-potable purposes, or adopt other reclaimed
water sources and treatment techniques after cost-benefit analysis.
5.3.10 Install water metering for different use.
5.3.11 Non-traditional water utilization rate not less than 20% for office and commercial buildings,
not less than 15% for hotel buildings.
Outstanding Items
5.3.12 Non-traditional water utilization rate not less than 40% for office and commercial buildings,
and not less than 25% for hotel buildings.
5.4 Material Saving and Material Resource Utilization
Prerequisite Items
5.4.1 Limits on harmful contents in construction materials to be in accordance with the
requirements of the current national standard GB 18580 — GB 18588 and "Limit of
Radionuclides in Building Materials" GB 6566.
5.4.2 Use plain and simple building elements without excessive decorative components.
General Items
5.4.3 Building materials manufactured within 500km from the construction site to be higher than
60% of the total weight of all construction materials.
5.4.4 Use pre-mixed concrete for site-cast concrete works.
5.4.5 Use high performance concrete and high strength steel rationally in building structures.
343
5.4.6 Sort solid debris generated during construction, demolition of old buildings and site clearing.
Recover any reusable and recyclable materials.
5.4.7 During design and materials selection, consider the recyclability of the materials. While
ensuring safety and not polluting the environment, the use of recyclable building materials to be
more than 10% of the total weight of all construction materials.
5.4.8 Integrate construction and decoration to avoid damaging or demolishing completed building
elements and installation, and repeating the renovation work.
5.4.9 Use flexible partitions in office, and commercial buildings to reduce material waste and
amount of trash generated during renovation work.
5.4.10 Under the premise of ensuring performance, the use of discarded materials as raw materials
for manufacturing certain construction materials to be no less than 30% compared to similar
construction materials.
Outstanding Items
5.4.11 Use of energy efficient and minimal environmental impact structural systems.
5.4.12 Use of reusable construction materials rate to be larger than 5%.
5.5 Indoor Environmental Quality
Prerequisite Items
5.5.1 When using centralized air conditioning, the room temperature, humidity, wind speed, etc. to
be in accordance with the calculated design value requirement of the current national standard
"Design Standard for Energy Efficiency of Public Buildings" GB 50189.
5.5.2 No condensation or mold on inside and interior surfaces of building envelope.
5.5.3 When using centralized air conditioning, outside air supply volume to be in accordance with
the design requirements of the current national standard "Design Standard for Energy Efficiency
of Public Buildings" GB 50189.
5.5.4 Indoor airborne formaldehyde, benzene, ammonia, radon and TVOC contaminant
concentration to be in accordance with the requirements of the current national standard "Code for
Indoor Environmental Pollution Control of Civil Building Engineering" GB 50325.
5.5.5 Hotel and office building background noise levels to be in accordance with the Grade 2
requirements of the current national standard "Code for Sound Insulation Design of Civil
Buildings" GBJ 118. Commercial building background noise levels to be in accordance with the
current national standard "Hygienic Standard for Shopping Centre and Book Store" GB 9670.
5.5.6 Building lighting indexes, such as interior illumination level, unified glare rating, and color
rendering index to be in accordance with current national standard "Standard for Lighting Design
of Buildings" GB 50034.
General Items
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5.5.7 Adopt measures to promote natural ventilation in architectural and structural designs.
5.5.8 Use air conditioning system terminal components that are easy to control and improve
occupant comfort levels.
5.5. 9 Noise insulating performance of building envelope components in hotel buildings to be in
accordance with the Grade 1 requirements of the current national standard "Code for Sound
Insulation Design of Civil Buildings" GBJ 118.
5.5.10Rational building plan layout and arrangement of functional spaces to reduce noise
interference between adjacent rooms and noise effect from outside.
5.5.11 Daylighting index in more than 75% of main functional spaces in office and hotel buildings
to be in accordance with the requirements of the current national standard "Standard for
Daylighting Design of Buildings" GB/T 50033.
5.5.12 Barrier-free access to building entrances and main activity spaces.
Outstanding Items
5.5.13 Use adjustable external sun-shading devices to improve indoor thermal environment.
5.5.14 Use indoor air quality (IAQ) monitoring and control systems to ensure healthy and
comfortable indoor environment.
5.5.15 Use rational measures to improve daylighting in indoor or underground spaces.
5.6 Operation and Management
Prerequisite Items
5.6.1 Formulate and implement integrated resource saving, including energy-saving, water-saving,
etc. and landscaping management policies.
5.6.2 Exhaust air and waste water discharge during building operation to be in accordance with
standards.
5.6.3 Sort and process waste collection, with no secondary pollution during collection and
processing.
General Items
5.6.4 Balanced earthworks and use of construction facilities such as construction roadways during
building operation.
5.6.5 Facilities management services to be certified by ISO 14001 "Environmental Management
System".
5.6.6 Equipment and conduit installations should be easy to maintain, modify and replace.
5.6.7 Conduct periodic inspection and cleaning of air conditioning systems in accordance with the
requirements of the current national standard "Cleaning Code for Air Duct System in Heating,
Ventilating and Air-conditioning Systems" GB 19210.
5.6.8 Rational intelligent building systems, with full functioning information communication
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network systems.
5.6. 9 Rational and high operating efficiency automatic monitoring control systems for building
ventilation, air conditioning and lighting systems.
5.6.10 Meter electricity, cooling and heating charges in office and commercial buildings.
Outstanding Items
5.6.11 Implement resource management encouragement mechanism, facility management
achievements link with resource savings and economic benefit.
Explanation of Wording in This Standard
1. Words used for different degrees of strictness are explained as follows in order to mark the
differences in executing the requirements of this standard:
1) Words denoting a very strict or mandatory requirement; "Must" is used for affirmation; "must
not", for negation.
2) Words denoting a strict requirement under normal conditions: "Shall" is used for affirmation;
"shall not" for negation.
3) Words denoting a permission of a slight choice or an indication of the most suitable choice
when conditions permit:
"Should" is used for affirmation; "should not" for negation.
"May" is used to express the option available, sometimes with the conditional permit.
2."Shall comply with-" or "Shall meet the requirements of -" is used in this standard to indicate
that it is necessary to comply with the requirements stipulated in other relative standards and
codes.