1 · Web view2.3.1 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

Environment Impact Assessment

For

Jiangxi Shangrao Sanqingshan Airport

1

E4056 V2

Beijing Guohuantiandi Environmental Technology

Development Center. Ltd.

Oct. 2012

2

Content

ENVIRONMENT IMPACT ASSESSMENT............................................................................................1

1. OVERVIEW.........................................................................................................................................1

1.1 PROJECT ORIGIN..............................................................................................................................11.2 PREPARATION BASIS.........................................................................................................................51.3 GUIDELINES AND OBJECTIVES OF ENVIRONMENT IMPACT ASSESSMENT........................................91.4 ASSESSMENT GRADE........................................................................................................................91.5 SCOPE OF ASSESSMENT..................................................................................................................151.6 ASSESSMENT STANDARDS..............................................................................................................191.7 ENVIRONMENTAL PROTECTION TARGETS......................................................................................261.8 ASSESSMENT PRIORITY..................................................................................................................381.9 ASSESSMENT PERIOD.....................................................................................................................38

2 PROJECT OVERVIEW....................................................................................................................39

2.1 PROJECT GOAL...............................................................................................................................392.2 PROJECT DESCRIPTION...................................................................................................................392.3 FORECAST OF AVIATION VOLUME AND TRAFFIC VOLUME OF AIRPORT..........................................402.4 AMOUNT OF LAND REQUISITION AND RELOCATION........................................................................412.5 CONSTRUCTION PLAN.....................................................................................................................42

3. REGIONAL ENVIRONMENTAL SUMMARY AND INVESTIGATION AND EVALUATION OF ENVIRONMENTAL QUALITY STATUS....................................................................................44

3.1 REGIONAL ENVIRONMENTAL SUMMARY........................................................................................443.2 SOCIAL ENVIRONMENTAL CHARACTERISTICS................................................................................513.3 REGIONAL ENVIRONMENTAL QUALITY SURVEY AND EVALUATION..............................................553.4 DUE DILIGENCE REVIEW...............................................................................................................793.5 CITY, TRAFFIC AND ECONOMIC DEVELOPMENT PLANNING..........................................................83

4.ENVIRONMENTAL IMPACT ANALYSIS AND MITIGATION MEASURES..........................87

4.1ACOUSTIC ENVIRONMENT IMPACT ANALYSIS AND MITIGATION MEARSURES...............................874.2 ANALYSIS OF ECOLOGICAL IMPACT AND MITIGATION MEASRUES..............................................1184.3 IMPACT ANALYSIS OF AMBIENT AIR AND MITIGATION MEASURES.............................................1494.4 IMPACT ANALYSIS OF SURFACE WATER ENVIRONMENT AND MITIGATION MEASURES...............1554.5 IMPACT ANALYSIS OF UNDERGROUND WATER ENVIRONMENT...................................................1664.6 IMPACT ANALYSIS OF SOLID WASTES ENVIRONMENT.................................................................1754.7 IMPACT ANALYSIS OF ENVIRONMENTAL RISK..............................................................................1784.8 IMPACT ANALYSIS OF ELECTROMAGNETIC RADIATION................................................................1944.9 OCCUPATIONAL HEALTH AND SAFETY.........................................................................................209

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4.10 SOCIAL IMPACT ANALYSIS.........................................................................................................2134.11 CONSTRUCTION CAMP IMPACT AND MANAGEMENT MEASURES.................................................2244.12 IMPACT ANALYSIS AND MEASURES OF RURAL ROAD RECONSTRUCTION....................................227

5.ALTERNATIVE ANALYSIS...........................................................................................................231

5.1 COMPARISON OF IMPLEMENTATION AND NON-IMPLEMENTATION SCHEME...................................2315.2 SITE SELECTION BASIS FOR AIRPORT..........................................................................................2345.3 COMPARISON OF SEWAGE TREATMENT METHODS........................................................................2385.4 COMPARISON OF MOTOR VEHICLE FUEL.......................................................................................2395.5 COMPARISON OF SUSTAINABLE DRAINAGE SCHEMES.................................................................2395.6 COMPARISON OF RUNWAY LAYOUT SCHEME...............................................................................241

6. ENVIRONMENTAL MANAGEMENT PLAN............................................................................243

6.1 ENVIRONMENTAL MANAGEMENT OBJECTIVE..............................................................................2436.2 ENVIRONMENTAL MANAGEMENT MECHANISM.............................................................................2436.3 ENVIRONMENTAL MANAGEMENT PROCEDURES..........................................................................2486.4 INSTITUTION STRENGTHENING.....................................................................................................2826.5 MONITORING PLAN.......................................................................................................................2856.6 REPORTING MECHANISM..............................................................................................................2936.7 PUBLIC STATEMENT MECHANISM.................................................................................................2946.8 GREEN AIRPORT DESIGN AND CLEAN DEVELOPMENT MECHANISM..............................................2956.9 EMERGENCY PLAN.......................................................................................................................3036.10 PUNISHMENT MECHANISM..........................................................................................................3056.11 ESTIMATION OF ENVIRONMENTAL PROTECTION COSTS..............................................................306

7. PUBLIC CONSULTATION AND INFORMATION DISCLOSURE.........................................307

7.1 METHODS OF PUBLIC CONSULTATION AND INFORMATION DISCLOSURE.......................................3077.2 PUBLIC CONSULTATION.................................................................................................................3077.3 INFORMATION DISCLOSURE..........................................................................................................3127.4 SUMMARY OF PUBLIC CONSULTATION AND INFORMATION DISCLOSURE......................................3147.5 PUBLIC CONSULTATION ON FARM IRRIGATION COMPENSATION/ALTERNATIVE SCHEME...............315

8 CONCLUSIONS AND SUGGESTIONS........................................................................................320

8.1 MAIN CONCLUSIONS.....................................................................................................................3208.2 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

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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

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development, especially the highway, due to road condition, line and time, the factors

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

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cave, Dexing copper city, Baishazhou of Poyang Lake, Gexian mountain of Lead

mountain, Huanggang mountain, goose lake academy, Guangfeng Tongba Mountain

and Dexing 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

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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

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

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Pollution”, 2000.4.29;

(3) “Law of the People's Republic of China on Prevention and Control of Water

Pollution”, 2008.6.1;

(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;

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(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 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”;


Acoustic Environment”;

(4) HJ610-2011 “Technical Guidelines for Environmental Impact Assessmen-

Ground Water Environment”


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

7

Impact Assessment”;

(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.

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(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

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.

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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

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

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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

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 StandardsCategory/

ClassificationWork 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

EnvironmentNot 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.

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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

environmentSound environment Water environment Ambient air

Airport avenue

project

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

II.

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.

Pipeline project 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

The project is newly

constructing sewage,

water supply, air

supply net of

4521.212m and

aviation fuel

The impact of the

project on the

atmosphere is

mainly reflected in

construction

period. Pollutants

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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.

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.

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

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

Rain discharge around

the airport can be

perfected through

implementation of the

project, thus to make

positive benefits of

the surrounding

discharge and

agricultural irrigation.

Judging from

HJ/T2.3-93, the

evaluation grade of

surface water

environment 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

13

environment is

determined as Grade

III.

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



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



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

14

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



which is thus

evaluated as Grade

III.

After operation of

project, the


includes audible

noise generated by

brush discharge of

conductor, armor


which has small

impact on the

ambient

environment; thus,


is Grade III.

The project only

generates sewage in


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



which is thus

evaluated as Grade

III.

After operation of

project, the


includes audible

noise generated by

brush discharge of

conductor, armor


which has small

impact on the

ambient

environment; thus,

The project only

generates sewage in


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

15


is Grade III.

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



which is thus

evaluated as Grade

III.

After operation of

project, the


includes audible

noise generated by

brush discharge of

conductor, armor


which has small

impact on the

ambient

environment; thus,


is Grade III.

The project only

generates sewage in


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

16

sides of the centralline of the proposed road. The assessment scope of noise for

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

Table 1-5-1 List of evaluation scope of off-site and supporting projectsOff-site Evaluation scope

17

project

Ecological

environmen

t

Sound

environmen

t

Water

environmentAmbient air

Social

environmen

t

Electromagneti

c environment

Airport

avenue project

The project

has no spoil

ground.

Carry out

investigatio

n on the

ecological

environmen

t 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

Constructio

n 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

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

River with

full length of

12200m.

Xingfushui:

Airport rain

discharge

outlet to

Fengxi River

with full

length of

13200m.

Reconstructio

n 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

transmissio

n line

corridor

30m Belt-

shaped

region on

both sides

of

transmissio

n line

corridor

Surface water

in 500m

region along

the line

30m Belt-

shaped

region on

both sides

of

transmissio

n 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

electromagneti

c 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

300m scope

on both

sides of

transmissio

n line

corridor

30m Belt-

shaped

region on

both sides

of

transmissio

Surface water

in 500m

region along

the line

30m Belt-

shaped

region on

both sides

of

transmissio

Town

region

affected

along the

line

Take the 30m

belt-shaped

region on both

sides of

transmission

line corridor as

19

Airportn line

corridor

n line

corridor

evaluation

scope of power

frequency

electromagneti

c field; take

2000m belt-

shaped region

on both 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

transmissio

n line

corridor

30m Belt-

shaped

region on

both sides

of

transmissio

n line

corridor

Surface water

in 500m

region along

the line

30m Belt-

shaped

region on

both sides

of

transmissio

n line

corridor

Town

region

affected

along the

line

10kV line

newly

constructed

project from

Zaotou to

Airport

30m scope

on both

sides of

transmissio

n line

corridor

30m Belt-

shaped

region on

both sides

of

transmissio

n line

corridor

Surface water

in 500m

region along

the line

30m Belt-

shaped

region on

both sides

of

transmissio

n 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.

20

Table 1-6-1 Environment Quality Standards of Surface Water (Unit: mg/L, except pH)

ItempH

Value

Dissolved

oxygen

Permanganate

IndexCOD BOD5

Ammonia

Nitrogen

Standard

Value

CLASS

III6-9 ≥5 ≤6 ≤20 ≤4 ≤1.0

Item TP Volatile PhenolAnionic Surface

Active Agent

Petroleu

m 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

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 IndexAmmonia

Nitrogen

Total

HardnessNitrate

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 ValueDaily 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

21

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)

ReceptordB (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

22

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

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

Pollutant

sProduction Process

Maximum Emission

Concentration, mg/m3

Concentration Limit of Fugitive

Emission Monitoring

Asphalt S

moke

Asphalt Melting & M

ixing40-75

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 SourceLimit 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

23

(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 projectsOff-site

project

Evaluation standard

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


Sound Category IV

Standard

noise

GB12523-2011 Emission

Standard of Environment

Noise for Boundary of

Construction Site

Surface water

environment

GB3838-2002

Environmental


Surface Water

Category III Standard

sewage


Wastewater Discharge

Standard primary discharging

standard

Pipeline

project

Ambient air

GB3095-1996

Environmental



Standard

waste gas




Sound

environment

GB3096-2008

Environmental


Sound Category II

Standard

noise




Construction Site

Surface water

environment

GB3838-2002

Environmental


Surface Water


sewage




standard

24

Natural water

replacement

project of off-

site drainage

and around

airport

Ambient air

GB3095-1996

Environmental



Standard

waste gas




Sound

environment

GB3096-2008

Environmental


Sound Category II

Standard

noise




Construction Site

Surface water

environment

GB3838-2002

Environmental


Surface Water


sewage




standard

Reconstructio

n project of

village road

around airport

Ambient air

GB3095-1996

Environmental



Standard

waste gas




Sound

environment

GB3096-2008

Environmental


Sound Category 4a

Standard and

Category II Standard

noiseGB12523-90 Noise limits for

Construction Site

Surface water

environment

GB3838-2002

Environmental


Surface Water


sewage




standard

110kV

Maozao Line

relocation and

modification

project of

Sanqingshan

Airport

Ambient air

GB3095-1996

Environmental



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


Sound Category II

Standard

noise GB12523-2011 Emission



Construction Site;


Standard for Industrial

Enterprises Noise at

25

Boundary Category II

Standard

Surface water

environment

GB3838-2002

Environmental


Surface Water


sewage


for Irrigation Water Quality

dry farming standard

Electromagnetis

m

GB8702-88

Regulations for

Electromagnetic

Radiation Protection

Electromagnetis

m

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))

110kV

Wangzao Line

relocation and

modification

project of

Sanqingshan

Airport

Ambient air

GB3095-1996

Environmental



Standard

solid wastes





Solid Wastes

Sound

environment

GB3096-2008

Environmental


Sound Category II

Standard

noise




Construction Site;





Standard

Surface water

environment

GB3838-2002

Environmental


sewage GB5084-2005 Standards

for Irrigation Water

Quality dry farming

26

Surface Water

Category III Standardstandard

Electromagnetis

m

GB8702-88

Regulations for

Electromagnetic

Radiation Protection

Electromagnetis

m

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



Standard

solid wastes





Solid Wastes

Sound

environment

GB3096-2008

Environmental


Sound Category 4a

Standard and

Category II Standard

noise




Construction Site;




Boundary Category II and

Category IV Standard

Surface water

environment

GB3838-2002

Environmental


Surface Water


10kV line

newly

constructed

Ambient air GB3095-1996

Environmental


solid wastes GB18599-2001 Standards



27

project from

Zaotou to

Airport


Standard


Solid Wastes

Sound

environment

GB3096-2008

Environmental


Sound Category II

Standard

noise




Construction Site;





Standard

Surface water

environment

GB3838-2002

Environmental


Surface Water


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

Cou

nty

Town

ship

Administr

ative

Village

Natural

Village

Coor

dinate

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

1Xinz

hou

Distr

ict

Chao

yang

Town

Panshi

Village

Gongjia

Village7.58 -0.79 4.91 290

126

080

2Xiatan

Village

Wangjia

Village6.78 0.62 4.11 130 500 78

3Kejia

Village6.76 0.98 4.13 42 190 78

4

Laowu

Shandi

Village

7.60 0.73 4.92 33 136 86

5 Wang Jia

shanVilla

ge

7.35 1.00 4.72 70 300 75

28

6Xiazhou

Village7.17 0.95 4.52 59 190 77

7

Zhongtan

Village

Zhongtan

Village6.78 0.35 4.07 400

190

078

8Shangzho

u Village7.32 0.19 4.61 26 146 77

9Huayuan

Village7.01 0 4.31 16 50 81

10Liujia

Village7.10 -0.14 4.36 88 400 77

11Subdi

strict

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

14Shan

grao

Cou

nty

Zhaot

ou

Town

Fujia

Village

Beigong

Village4.02 0.24 1.32 90 392 95

15Cangdun

Village4.42 0.27 1.72 116 465 86

16Cangding

Village4.92 0 2.18 230

130

080

17Xujia

Village5.05 -0.85 2.45 30 130 80

18Fujia

Village5.35 -0.51 2.68 192 878 81

19Zhoujia

Village5.86 0 3.15 110 435 79

20Xiejia

Village5.86 -0.84 3.24 150 625 82

21Maowan

Village

Wanli

Village3.98 -0.58 1.36 136 628 81

22Maowan

Village3.80 -0.78 1.30 78 466 87

23Xiangsha

n Village

Shanjiao

Village5.00 0.82 2.42 30 156 83

24

Wang

Sidun

Village

5.24 0.30 2.55 98 487 78

25 Xinwu 5.29 0.81 2.67 32 184 76

29

Qiaotou

Village

26Caijia

Village5.52 0.87 2.89 29 152 78

27

Cheng

Jiabao

Village

5.92 0.73 3.28 151 589 80

28Wangjia

Village6.00 0.96 3.40 42 206 78

29

Zhoushi

Village

Luo

Siwan

Village

1.73 -0.93 0.81 78 355 97

30Xiaojia

Village2.51 -0.09 0.81 172 656 88

31Shigu

Village3.05 -0.83 0.83 90 420 92

32Qianshan

Village3.17 -0.63 0.71 95 430 91

33

Zhoujia

Mountain

Village

2.03 -0.9 0.92 260106

092

34Zunqi

ao

Villag

e

Yangshi

Village

Zhongjia

Village-4.21 0.62 3.99 45 206 75

35Yangshi

Village-3.50 0.21 3.21 135 708 77

36Fu Jiashi

Village-3.08 0.28 2.83 45 208 75

37

Zhang

Jiafan

Village

-3.32 -0.06 3.02 80 315 75

38Xia

Village-2.83 -0.61 2.60 71 282 79

39

Zhu

Cunwan

Village

-3.43 -0.24 3.10 51 245 80

40Yuantang

Village

Yuan

Tangwu

Village

-2.32 -0.74 2.10 260113

384

41Shangwa

n Village-1.76 -0.60 1.53 108 490 87

42Zhoudun

Village

Qianshan

Village-5.17 -0.92 4.92 55 283 91

43 Zhoudun -4.71 -0.83 4.47 170 755 85

30

Village

44

Zhouwu

Village

Shanbei

Village-2.63 0 2.33 82 352 85

45Zhouwu

Village-2.45 -0.21 2.15 205

108

082

46

Xia

Wutang

Village

-0.95 0.11 0.65 110 52110

0

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

49Zunqiao

Village

Wa Yaodi

Village0.68 -0.92 0.75 21 88

10

2

50Fang

Village1.23 -0.84 0.72 160 796

10

0

51

Chati

ng

Town

Neighbor

hood

Committe

e of

Chating

Town

Maowan

Village-5.78 -0.46 5.50 57 280 88

52Majia

Village-5.20 0.68 4.96 81 510 74

53Linjia

Village-4.96 0.64 4.72 22 106 74

54Shantou

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

an

d

Co

unt

y

Tow

nshi

p

Admini

strative

Village

Natural

VillageName

Coor

dinate

X(km

)

Coord

inate

Y(km

)

Distance

from the

Airport

Boundary

(km)

Numb

er of

Teach

ers/D

octors

/Nursi

ng

worke

rs

Numb

er of

Stude

nts/Be

ds/the

Elderl

y

El

ev

ati

on

1

Xi

nz

ho

u

Cha

oya

ng

Tow

Panshi

Village

Gongjia

Village

Gongjia

Kindergar

ten

7.58 -0.79 4.91 2 12 80

2 Xiatan Wangjia Hualong 7.35 1.00 4.72 50 1020 75

31

Dis

tric

t

n

Village

shan

VillageSchool

3Laowu Shandi Village

Ai’min

Hospital7.60 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

an

gra

o

Co

unt

y

Zha

otou

Tow

n

Fujia

Village

Cangdun

Village

Cangbei

Primary

School

4.42 0.27 1.72 5 80 86

6Xiejia

Village

Longfeng

Kindergar

ten

5.86 -0.84 3.24 6 150 82

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

9Wangjia

Village

Ai’xin

Kindergar

ten

6.00 0.96 3.40 4 82 78

10

Zun

qiao

Vill

age

Yangsh

i

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

Yuanta

ng

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

14Zhouw

u

Village

Huangwu Luojia Village

Luojia

Teaching

School

-0.87 0.43 0.67 1 22 94

15Zhouwu Village

Zhouwu

Primary

School

-2.45 -0.21 2.15 16 110 82


32


Table 1-7-3 Ambient Air Sensitive Sistes of Shangrao Airport (Villages)

No

.

Distr

ict

and

Cou

nty

Tow

nshi

p

Administrat

ive Village

Natural

Village

Coordinate

X (km)

Coordin

ate Y

(km)

Distance

from the

Airport

Boundar

y (km)

Number

of

Impacted

Househol

ds

Numbe

r 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

2Xinwu

Village-1.59 2.26 2.19 51 209

3Shidi

Village-0.56 2.10 2.00 123 460

4

Tashui

Village

Committee

Xiejia

Village1.24 2.43 1.98 120 570

5Ningjia

Village1.04 2.34 1.82 24 110

6Hewu

Village0.71 1.71 1.12 13 70

7Dongcang

Village1.33 1.54 1.29 48 220

8Chayuan

Village1.95 1.58 1.79 26 140

9

Huangjia

Shantou

Village

1.09 1.38 0.99 31 130

10Xiajia

Village0.60 0.77 0.21 108 590

11Zhangjia

Village1.12 0.74 0.69 33 160

12Xujia

Village0.91 0.39 0.25 62 290

13Tashui

Village0.81 0.33 0.21 270 1025

14Shan

grao

Cou

nty

Zun

qiao

Vill

age

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

33

17Wu

Jiatang-1.88 -1.45 1.26 130 453

18Peng

Jiashan-1.49 -1.76 1.51 150 552

19Jielu

Village-1.27 -1.93 1.68 120 453

20Fang

Village0 -0.84 0.72

160796

21Kengdi

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

26Eng’shan

Village-1.14 --2.07 1.82 134 507

27

Xia

Huashan

Village

-0.89 -2.05 1.81 48 210

28

Zha

otou

Tow

n

Zhoushi

Village

Luo

Siwan

Village

0.52 -0.93 0.82 78 355

29Zhoujiash

an Village0.84 -1.05 0.94 260 1050

30Xiaojia

Village1.32 -0.91 0.82 172 656

31Shigu

Village1.84 -0.84 0.82 90 420

32Qianshan

Village1.98 -0.62 0.71 95 430

33Maowan

Village

Wandi

Village2.23 -1.13 1.27 129 588

34Hou

Mentang2.45 -1.23 1.48 120 1527

35 Maowan

Village

2.28 -1.26 1.40 96 496

34

36

Maopeng

Village

Jijia

Village2.35 -1.40 1.56 82 369

37Guantang

Village2.15 -1.43 1.49 111 462

38Maopeng

Village2.13 -1.63 1.66 79 326

39Wang

Botang0.66 -2.34 2.22 61 256

40Gao

Beiqiu2.34 -1.92 2.02 78 318

41

Dongshan

Fenchang

Village

You Maba 1.88 -1.89 1.84 120 500



Table 1-7-4 Ambient Air Sensitive Sites of Shangrao Airport (Schools, Hospitals and Nursing

Homes)

N

o.

Distri

ct

and

Coun

ty

Town

ship

Admini

strative

Village

Natural

VillageName

Coor

dinate

X(km

)

Coord

inate

Y(km

)

Distanc

e from

the

Airport

Bounda

ry(km)

Number

of

Teachers/

Doctors/N

ursing

workers

Numb

er of

Studen

ts/Bed

s/the

Elderl

y

1

Xinz

hou

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

Coun

ty Zhaot

ou

Town

Maope

ng

Village

Wang

Botang

Dongchai

Primary

School

0.66 -2.34 2.22 9 181

3Maowa

n

Village

Maowan

Village

Maowan

Primary

School

2.28 -1.26 1.40 26 470

4Hou

Mentang

Maowan

Health

Center

2.45 -1.23 1.48 12 20

5 Zunqi

ao

Villag

Eng’sha

n

Village

Qiaotou

Village

Eng’shan

Primary

School

-1.39 -2.06 1.82 9 140

35

e

6Eng’sha

n Village

Zunqiao

Health

Center

-1.14 --2.07 1.82 28 19

7

Zhouw

u

Village

Huangwu Luojia Village

Luojia

Teaching

School

-2.11 0.41 0.69 1 22

8

Zunqia

o

Village

Wu

Jiatang

Zunqiao

Middle

School

-1.88 -1.45 1.26 42 506

9Kengdi

Village

Zunqiao

Central

Primary

School

-1.72 -2.02 1.79 39 620



Table 1-7-5 Environmental Protection Targets (villages)

No.

District

and

County

TownshipAdministrative

VillageNatural 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-

northwest2486

102 388

2Lizhu Village

North-

northwest2599 120 426

3Xinwu Village

North-


4Shidi Village

North-


5 Xia Zho tian

Village

North-

northeast2189 80 338

6Liu Jiafan Village

North-


7 Maojialing

Village

Gao Jiashan

Village

North-

northeast2802 22 95

8 Tashui Village

CommitteeXiejia Village

North-


9Ningjia Village

North-


10Hewu Village

North-

northeast1419 13 70

11 Huangjia Shantou

Village

East-

northeast

1429 31 130

36

12Dongcang Village

East-


13Chayuan Village

East-


14Xiajia Village

East-


15Zhangjia Village

East-


16Tashui Village

East-

southeast905 270 1025

17Xujia Village

East-

southeast978 62 290

18 Shangrao

County

Zhaotou

TownFujia Village Beigong Village

East-


19

Zunqiao

Village

Zhouwu

Village

Shang Huangwu

Village

West-

southwest1498 71 356

20 Huangwu Luojia

Village

West-


21 Xia Wutang

Village

West-


22

Zunqiao

Village

Gao Shanqiao

Village

West-


23Wu Jiatang

South-


24 Da Shanpai

Village

South-

southwest2166 20 85

25Wa Yaodi Village

South-

southwest1521 21 88

26Kengdi Village

South-


27Peng Jiashan

South-


28Jielu Village

South-


29

Eng’shan

Village

Qiaotou VillageSouth-


30Eng’shan Village

South-


31 Xia Huashan

Village

South-


32 Zunqiao

VillageFang Village South 1393 160 796

33 Zhaotou Zhoushi Luo Siwan South- 1589 78 355

37

Town

Village

Village southeast

34 Zhoujiashan

Village

South-


35Xiaojia Village

South-


36Shigu Village

East-


37Qianshan Village

East-


38

Maowan Village

Wanli VillageEast-


39Maowan Village

East-


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

46Wang Botang

South-


47 Dongshan

Fenchang VillageYou Maba

South-


Table 1-7-6 Environmental Protection Targets(Schools, Hospitals and Nursing Homes)

N

o

.

Distr

ict

and

Cou

nty

Town

ship

Administr

ative

Village

Natural

VillageName

Orientati

on

Distance

from the

Oil

Depot

Area (m)

Number of

Teachers/D

octors/Nurs

ing workers

Number

of

Student

s/Beds/t

he

Elderly

1

Xinz

hou

Distr

ict

Subdi

strict

Office

of

Maoji

aling

Tashui

Village

Huangjia

Shantou

Village

Tashui

Primary

School

East-

northeast1429 9 110

2

Zhoutian

Village

Village

Committe

e

Zhoutian

Primary

School

North-


3

Xia

Zhoutian

Village

Maojialing

Nursing

Home

North-

northeast2189 20 81

4 Shan

grao

Cou

Zhaot

ou

Town

Maopeng

Village

Wang

Botang

Dongchai

Primary

School

South-

southeast

2972 9 181

38

nty

5

Maowan

Village

Maowan

Village

Maowan

Primary

School

Southeast 2951 26 470

6Hou

Mentang

Maowan

Health

Center

Southeast 3068 12 20

7

Zunqi

ao

Villag

e

Zhouwu

Village

Huangwu

Luojia

Village

Luojia

Teaching

School

West-

southwest2029 1 22

8Zunqiao

Village

Kengdi

Village

Zunqiao

Central

Primary

School

South-


9

Eng’shan

Village

Eng’shan

Village

Zunqiao

Health

Center

South-

southwest2819 28 19

1

0

Xia

Huashan

Village

Zunqiao

Nursing

Home

South-

southwest2710 2 12

1

1

Qiaotou

Village

Eng’shan

Primary

School

South-

southwest2918 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

Orientation and Distance Number of Households and People Impacted

39

Targets

110kV Maozhao Line

Moving Project of

Sanqing Mountain

Airport

Liaojia VillageOn the east side of the line,

40m

12 Households, about 43

people

Xiao NantangOn the east side of the line,

25m


people

Gao Jiashan

Village

On the south side of the

line,13m


people

Hou MentangOn the west side of the

line,80m


people

Maopeng VillageOn the west side of the

line,70m


people

Gao BeiqiuOn the east side of the line,

45m


people

Zhoujia VillageOn the south side of the

line,22m


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 NameEnvironmental

Protection Targets

Orientation and DistanceNumber of Households and

People Impacted

110kV Wangzhao Line

Moving Project of

Sanqing Mountain

Airport

MaojialingOn the east side of the line,

12m


people

Xiao NantangOn the west side of the

line,20m


people

Hou MentangOn the west side of the

line,100m


people

Maopeng VillageOn the west side of the

line,95m


people

Gao BeiqiuOn the east side of the line,

35m


people

Shanggao

Village

On the south side of the

line,19m

4Households, about 17

people

Qi GandingOn the south side of the

line,20m


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

DistanceNumber of Households and

People Impacted

40

New Construction

of Changing

Maojialing to Airport

10kV Line

Caijia Tianpeng VillageOn the south side of the

line,20m


people

Xiao NantangOn the west side of the

line,25m6Households, about 22 people

Zhoutian VillageOn the west side of the

line,22m6Households, 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 Targets Orientation and Distance Number of Households

and People Impacted

New Construction

of Changing Zhaotou to

Airport 10kV Line

Qi GandingOn the south side of the

line,28m


people

Shanggao VillageOn the south side of the

line,25m


people

Xiaojia VillageOn the southwest side of

the line,15m


people

Shigu VillageOn the northeast side of

the line,15m


people

Tashui VillageXujia

Village

On the north side of the

line,20m


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.

41

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-

World Bank loan

projects

42

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

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（airp

ort 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

YearAircraft Type Percentage (%)

B C

43

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.

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.

44

（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

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.

45

Environmental Impact Statement of Newly Built Shangrao Sanqingshan Airport of Jiangxi Province

Fig. 2-1-3 Shangrao Airport Construction Plan Image Figure

46

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 10.9m2.

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

47

uplift belt of Jiuling and Class A uplift belt of Mount Wuyi in the Neocathaysian

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) TopographyHills, 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

48

is secondary to Huangjian Mountain with an altitude of 416.6m. The 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

49

belongs to pore-space water in loosening rocks in abundance. The depth of

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

50

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. 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:

51

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 12Average

annual

Average wind

speed1.3 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 12Average

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

directionN NNE NE ENE E ESE SE SSE S SSW SW WSW W

WN

WNW 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.

52

0

5

10

15N

NNENE

ENE

E

ESE

SE

SSES

SSWSW

WSW

W

WNW

NW

NNW

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

53

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 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

54

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) PopulationGovernment

Resident

Area under

Jurisdiction

Xinzhou District 308km2 530000Sanjiang New

District

6 Streets 2 Towns 1

Township

Dexing City 2082 km2 320000 Yincheng Street1Streets 5Towns 6

Townships

Shangrao County 2240 km2 700000 Xuri Street2 Streets 11 Towns

10 Townships

Guangfeng County 1378 km2 770000 Yongfeng Street3 Streets 16 Towns

4 Townships

Yushan County 1723 km2 550000 Bingxi Town11 Towns 6

Townships

Qianshan County 2178 km2 420000 Hekou Town

7 Towns 10

Townships 2 Ethnic

Townships

Hengfeng County 655 km2 200000 Cenyang Town2 Towns 6

Townships

Geyang County 1592 km2 360000 Gejiang Town9 Towns 5

Townships

Yugan County 2326 km2 1090000 Yuting Town6 Towns 14

Townships

Poyang County 4215 km2 1390000 Poyang Town14 Towns 15

Townships

Wannian County 1140 km2 360000 Chenying Town6 Towns 6

Townships

Wuyuan County 2947 km2 340000 Ziyang Town10 Towns 6

Townships

(2) Traffic Overview

55

http://baike.baidu.com/view/757624.htm






















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.

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

56

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

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 tourismIn 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 facilitiesShangrao 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 trafficShangrao 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 systemShangrao 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.

57

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 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

(ii) Monitoring Factor and Analysis Methods

58

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

fugitive emission monitoring in Comprehensive Emission Standard of Atmospheric

Pollutants (GB16297-1996).

59

(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


0.50



3#

Concentration

Range(mg/m3) 0.007L-0.008 0.007L-0.016 0.012-0.024 0.007L-0.025


0.50



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#


0.015L-0.066 0.015L-0.049 0.024-0.122 0.017-0.091


0.24



2#

Concentration

Range(mg/m3) 0.015L-0.025 0.015L-0.052 0.015L-0.090 0.015L-0.046


0.24



3# Concentration 0.015L-0.018 0.015L-0.073 0.015L-0.048 0.015L-0.028

60

Range(mg/m3)


0.24



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#


1.25L1.25L 1.25L 1.25L


10.00

Evaluation Index 0.063 0.063 0.063 0.063


2#

Concentration

Range(mg/m3)

1.25L 1.25L 1.25L 1.25L


10.00



3#

Concentration

Range(mg/m3)

1.25L 1.25L 1.25L 1.25L


10.00



Table 3-2-5 Monitoring Statistics and Evaluation Results of NmHc Concentration per Hour

Monitorin

g PointItem 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



2#

Concentration

Range(mg/m3)

0.04L 0.04L 0.04L 0.04L

Evaluation




3# Concentration 0.04L 0.04L 0.04L 0.04L

61

Range(mg/m3)

Evaluation




Table 3-2-6 Monitoring Statistics and Evaluation Results of Daily Concentration of All Pollutants

Monitorin

g PointItem 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


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



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



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

62

Monitoring

Point

Samplin

g Date

TSP SO2 PM10 NO2

Monitorin

g Value

Singl

e

Facto

r

Index

Monitorin

g Value

Singl

e

Facto

r

Index

Monitorin

g Value

Singl

e

Facto

r

Index

Monitorin

g Value

Singl

e

Facto

r

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

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

A2Maojialin

g 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-

63

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,

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

64

Item pHDissolved

oxygen

Chemical

Oxygen

Demand

Biochemical

Oxygen

Demand

Petroleum

Anionic

Surface

Active

Agent

Permanganate

Index

Volatile

PhenolTP

Ammonia

Nitrogen

Fecal

Coliform

(pc/L)

1

#

Average

Value7.59 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

Standard0.91 0.61 0.40 0.13 0.40 0.03 0.05 0.23 0.03

2

#

Average

Value7.43 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

Standard0.65 0.60 0.40 0.13 0.34 0.03 0.15 0.34 0.03

3

#

Average

Value7.78 10.00 12.23 2.06 0.03 0.07 1.93 0.0003L 0.04 0.46 460.00

Standard

Index

Up to

the

Standard

Up to the

Standard0.61 0.52 0.60 0.35 0.32 0.03 0.20 0.46 0.05

4

#

Average

Value7.52 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

Standard0.48 0.52 0.40 0.50 0.27 0.03 0.15 0.56 0.05

5

#

Average

Value7.68 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

Standard0.67 0.60 0.60 0.35 0.38 0.03 0.15 0.67 0.03

6

#

Average

Value7.73 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

Standard0.60 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.

65

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

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

Item1# 2# 3#

Standard Value

Average Value

Standard Index

Average Value

Standard Index

Average Value

Standard Index

pH Value 7.67Up to the Standard

7.53Up to the Standard

7.62Up 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

0.050LUp to the Standard



≤0.3

Volatile Phenols 0.0003LUp to the Standard



≤0.002

Total Coliforms 3L Up to the 3L Up to the 3L Up to the ≤3.0

66

Standard Standard Standard

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:

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

67

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

DateMonitorin

g Point

Day NightRemark

sMonitoring

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

Standar

d

2# 45.7 40.7

3# 46 40.5

4# 45.1 40.7

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

68

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

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 LandDry 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

Forestland180.91 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

69

Residential Land

Towns

Residential

Land

307.9 2.03 0 -

Rural

Homestead1053.64 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

WarehousingIndustrial 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

Surface85.03 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 LandBare 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

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.

70

Paddy Field Grassland

Forest Tea Plantation

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

71

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 Forests3535.41 23.28 0 -

Grassland 43.14 0.28 5.1816 3.48

Evergreen Coniferous

Forest1884.83 12.41

104.815

670.41

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

Cultivated Crops 6285.43 41.38 23.9333 16.08

Non-vegetation Cover

Land2035.03 13.40 7.7553 5.21

Water 884.67 5.82 6.0337 4.05

Total 15188.86 100.00148.857

3100.00

It can be concluded from table 3-2-10 that the total area of the assessed Area is

15188.86hm2, and vegetation area is 12269.15hm2, 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

72

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

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

73

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.

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

74

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

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 60.40km2,

75

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

County2246 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

(hm2)

Proportion in the area of evaluation

area

(%)

Area

(hm2)

Proportion in

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

76

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 ≤5cm6-10

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.

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 periodClimate Weather Fine

Temperature 26°C-36°C

77

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)

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:

78

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 0.105Influenced 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 38.7Influenced by 110kV line

nearby110kV voltage class

radio interference limit value 0.5 46

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

79

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



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


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 0.105Influenced by 110kV line

nearby

Limit value of the standard 4000 100

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 PointFrequency

(MHz)Radio [dB(μV/m)] Remarks

W1 Liaojia 0.5 26.6


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 38.7Influenced by 110kV line

nearby

110kV voltage classradio interference limit value

0.5 46

80





-38.7dB (μV/m). Electromagnetic field of all monitoring point satisfies the

recommended value of Technical Regulations on Environmental Impact Assessment of


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


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

Monitoring Point

Power frequency

electric field

intensity

(V/m)

Power frequency

magnetic field

intensity (µT)

Remarks

D1 Caijiatianpeng 203.5 0.449Influenced by 110kV line

nearby


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 38.9Influenced by 110kV line

nearby

81


W3 Zhoutian 0.5 35.5





-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



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 0.314Influenced by 110kV line

nearby

D2 Shanggao 173.1 0.402Influenced 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 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 38.9Influenced by 110kV line

nearby

W2 Shanggao 0.5 33.5Influenced by 110kV line

nearby

W3 Shigu 0.5 20.9

W4 Xiaojia 0.5 17.3

W5 Xujia of Tashui 0.5 21.2

82

Village

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 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.

83

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

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

84

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.

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

85

Liner system

leachate treatment station leachate conditioning tank pool

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 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

86

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

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

87

Chlorina

tion

Raw water Water mixed well Folded plate flocculating

Horizontal flow sedimentation tank

Coagulant/prechlorination (seasonal)

Air water backwashing filter

Clean water Two stage

pump houseUser

Chlorine

Suction well

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

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

88

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 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

89

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.

90

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

PhaseName 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

91

prohibted2 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

5 Concrete vibrator 84 78 72 64 54 25 142

6

Earth

Wheel loader 90 84 78 70 60 28 283

7Hydraulic wheel

excavator84 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

11Dual-wheel twin-

vibratory roller87 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 groupPiling phase Structure phase Earth phase

Day Night Day Night Day Night

1 Shanghuangw

u

Qualified Constructio

n prohibited

Qualifie

d

Unqualifie

d

Qualified Unqualifie

d

92

2Xiajia of

TashuiQualified Qualified

Unqualifie

d

3Xujia of

TashuiQualified Qualified

Unqualifie

d

4 Dahongying Qualified QualifiedUnqualifie

d

5Maojialing

VillageQualified Qualified

Unqualifie

d

6Zhoutian

Village

Unqualifie

dQualified

Unqualifie

d

7 Waizhoutian Qualified QualifiedUnqualifie

d

8 Waizhoutian Qualified QualifiedUnqualifie

d

9 Tashui Village Qualified QualifiedUnqualifie

d

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

93

Airplane flight number of different directions and different models

Daily number of flights

Annual number of flights

Slant distance calculation

Flight procedure

Noise characteristics of different airplane

models

Side direction attenuation correction

Flight number of different time

Coordinate of forecast

point

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.

Thrust correction Flight profile

Velocity correction Other corrections

LEPN or SEL calculation

LEPN calculation

Leq calculation

LWECPN calculation

Preparation of isoline drawing

94

Evaluation

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:

In which: N1: Daily flight number for 7:00-19:00;

N2: Daily flight number for 19:00-22:00;

N3: Daily flight number for 22:00-7:00;

: Average effective perceived noise level of multi flight events.

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 is:

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:

In which: Td refers to time length in day in second

Nd refers to number of flight in day

95

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

In which: (Leq) forecast-environmental noise forecast value in day or night of forecast point,

dB (A); (Leq) back-environmental noise background value of forecast point, dB (A).

(2) Correction mode of single airplane noiseThe 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.

96

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.

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:

In which: R is vertical distance from forecast point and flight routing;

L refers to vertical distance from forecast point and ground track;

97

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:

In which: ΔL (L): lateral attenuation caused by ground (dB);

L: horizontal distance (m).

(ii) When the airplane is airborne:

ΔL (β)=3.96-0.066β+9.9e-0.13β L>914m, 0º ≤β≤60ºΔL (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 divergenceThe 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<30kmS (y)=1.5 x>30km

When turning angle is more than 45º, S (y)=0.128x-0.42 5km<x<15kmS (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

98

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

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 TypeModel proportion

SubtotalActual average number of

passenersB 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

2015Take-off proportion

(%) 73% 15% 12%

Landing proportion (%) 73% 27% 0%

2020Take-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

99

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

amountDay Night

Evenin

g

Flight

amountDay Night

Evenin

g

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

amountDay Night

Evenin

g

Flight

amountDay Night

Evenin

g

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

headingProportion

From southwest

to northeast06 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%

100

Landing

approach/

(5) Flight procedure1) Departure procedure for 06 runwayJingdezhen (P25) DirectionP25-01D: After take-off, the airplane climbs in straight line to the altitude of

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) DirectionELN-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 DirectionNF-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.

2) Departure procedure for 24 runway instrumentJingdezhen (P25) DirectionP25-11D: 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

101

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) DirectionELN-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 DirectionNF-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 runwayJingdezhen (P25) DirectionThe airplane approaching in Jingdezhen (P25) flies along 146° magnetic track to

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) DirectionThe 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 DirectionThe 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 runwayJingdezhen (P25) DirectionThe airplane approaching in Jingdezhen (P25) direction flies to Shangrao

VOR/DME platform along 146° magnetic track to D14.8SHR (D16.6SQS) at the

102

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) DirectionThe 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 VOR/DME platform to D17.2SHR (D17.0SQS) at the height of 2100m, and joins in approach procedure here.

Nanfeng DirectionThe 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 effectAnnual average temperature: 18.1°CHumidity: 78%Air pressure: 759mmWind speed: 1.2m/sRunway elevation: 108.6mRunway 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

YearLWECPN 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

103

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

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

104

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

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

105

YearLWECPN 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)















Table 4-2-12 Forecast result (contribution value) of airplane noise Leq of sensitive points

(representative point) of village Unit: dB



2 Wangjia 43.1 36.2

3 Kejia 42.2 35.5



6 Xiazhou 41.7 34.9



9 Huayuan 43.8 33.9

10 Liujia 43.0 33.1

11 Xiajia of Tashui 41.1 34.4


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

106

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



26 Caijia 42.7 36.0


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


34 Zhongjia 40.4 31.9

35 Yangshi 46.9 36.8

36 Fujiashi 46.4 37.5


38 Xiacun 42.0 34.4



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




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

PointMonitoring average value in day

[dB(A)]

Monitoring average value in night

[dB(A)]

107

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
















Table 4-2-15 Forecast result (forecast value) of airplane noise LWECPN of sensitive points

(representative point) of Village Unit: dB



2 Wangjia 47.0 41.8

3 Kejia 46.7 41.6



108

6 Xiazhou 46.5 41.5



9 Huayuan 47.3 41.3

10 Liujia 47.0 41.1

11 Xiajia 46.3 41.4


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



26 Caijia 46.9 41.7


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


34 Zhongjia 46.1 41.0

35 Yangshi 49.0 42.0

36 Fujiashi 48.7 42.2


38 Xiacun 46.6 41.4



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



109


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

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 56.717 households (over-standard less than

3dB)

Xujia of Tashui 56.33 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 PointForecast 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)

110

Beilong 46.670 households (over-standard less than

3dB)

Cangting 45.3100 households (over-standard less than

3dB)

Shanghuangwu 46.312 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

in 2015 is 0.504km2, 75-80dB area is 0.160km2; 70-75 noise impact area in 2020 is

0.897km2, and 75-80dB area is 0.32km2. 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

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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

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,

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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.

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,

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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

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

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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;

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 MeasuresIt’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

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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 HousesSound-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

Cangting 230 230 3.5 805

Tashuixujia 6255 3.5

241.57 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

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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.

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

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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

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

YearLWECPN 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

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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

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

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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

54 Shantou 63.34.1.4.3 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.

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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.

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

categoryClass II category

FarmlandDry 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

FieldOrchard 5.54 0.1443 -0.1443 2.60

Tea garden 333.97 0.9935 -0.9935 0.30

Residential Urban residential land 307.90 0 0 0

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land Countryside homestead 1053.64 2.8862 -2.8862 0.27

For public

administratio

n and public

services

For science and

education27.87 0 0 0

Industrial

warehouse

land

Industrial land use

145.59 0 0 0

Other landBare 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

transportatio

n

Land used for highways 156.81 0 0 0

Rural road 133.99 1.3421 -1.3421 1.00

Airport land0 -

+148.857

3

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

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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

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 lossConstruction 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 forests65 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

orchard55 5.54 304.7 0.1463 7.9365

Artificial planting

tea garden40 333.99 13359.6 0.9935 39.74

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Artificial

cultivation of

crops

15 6285.43 94281.45 32.4333 486.4995

Subtotal - 12269.15 463021.3 143.5703 6874.928Note: 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

(2) Analysis of agricultural production impactThe airport project will occupy cultivated land of 23.9333hm2 (including paddy

field of 17.8689hm2, dry land of 6.0644hm2, not taking up basic farm ), occupy the

1.1378hm2 (orchard of 0.1443hm2, tea garden of 0.9935hm2), the airport road project

land of 27.8hm2, cultivated land of 6.98hm2, field of 0.002hm2, farmland of 1.32 hm2.

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.

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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 resourcesForest land are the important natural resources and strategic resources, forest

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 effectThrough 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

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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

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

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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.

4.2.1.4 Impact analysis of water and soil loss

(1) Earth balance analysisThe project total Earth 6160000 m3, among them: cut a total of 3170000m3, fill

gross is 3090000m3. Earth after balance adjustment produces 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 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.

Sub-area

Type

Excavation

Backfilling

Direct assignment Use quantity of

temporary piling of

Borro

wingSpoil

In Out

Quantity

Source

Quantity

Usage

Quantity

Source

Quantity

Usage

(i)

Flight area

Earth274.7

4

248.4

119.13

(ii

) 7.20

Within backfill

Surface

soil27.68 27.68 28.42

Subtotal302.4

2

276.0

919.13

(ii

) 28.42 7.20

127

(ii)

Terminal area

Earth 13.84 32.17 19.13 (i) 0.80W

ithin

Surface

soil0.71 0.71

Subtotal 14.55 32.88 19.13 (i) 0.80

(iii)

Temp

orary

land

for

constr

uction

Earth

Surface

soil0.03 0.03

Subtotal 0.03 0.03

Subtotal

Earth288.5

8

280.5

88.00

Surface

soil28.42 28.42 28.42

Subtotal317.0

0

309.0

019.58 19.58 28.42 8.00

Within

Earth Flow Diagram

128

(2) Prevention sub-area of water and soil lossAccording 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

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 lossArea (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

Engineering punctuates

distribution, water and soil

loss forms to surface

129

office, life service facilities 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

path0.05

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 Period① 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.

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 7.90hm2; road

construction covers an area of 0.05hm2, 11.05hm2 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

130

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-areaForecast period (a)

Construction preparation periodConstruction period Natural recovery period

1 Flight area 1.0 3.0 2.0

2 Terminal area 1.0 3.0 2.0

3 Spoil ground -- 1.0 2.0

4

Temporary land for

construction1.0 1.0 2.0

Among them: temporary

piling area-- 1.0 --

(4) Amount of water and soil loss that may be caused① 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

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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

soil loss (t)Quantity of water and soil loss (t)

Quantity (t) Proportion (%) Quantity (t) Proportion (%)

1Construction

preparation period16897 25.86 17909 25.37

2 Construction period 48283 73.90 51209 72.56

3Natural recovery

period158 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.

Forecast unit

Forecast period

(a)

Background value of

soil erosion (t/km2·a)

Module of erosion

after disturbance

Area of erosion (hm

2)

Time of erosion (a)

Loss quantity of

background

Total amount of w

ater

and soil erosion

New

increase of loss

quantity

1 Flight area Construction

preparation

period

730 11960 125.39 1 915 14997 14081

Construction 730 11960 125.39 3 2746 44990 42244

132

period

Natural recovery

period730 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

period320 11960 12.47 3 120 4474 4355

Natural recovery

period320 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

period480 7360 3.9 1 19 287 268

Natural recovery

period480 980 3.01 2 29 59 30

In which:

Temporary

piling area

Construction

period480 14350 7.9 1 38 1134 1096

Natural recovery

period480 14350 7.9 1 38 1134 1096

Subtotal 143 2901 2758

Total 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.

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

3Temporary land

for construction11.05 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 harmWater and soil loss hazards are often has potential, if the formation of water and

133

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

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

134

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.

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,

135

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

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

136

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.

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.

137

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

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;

138

(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;

(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

139

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.

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

140

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

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

141

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)

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

142

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

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

143

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

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.

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(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

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

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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.

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.

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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 7.90hm 2. 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 570,000m3 soil. No.2 stack field with

83,000m3 of soil occupies an area of 1.43 hm2. 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.

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

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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 MeasuresAfter 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 GreeningAfter 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

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 TransplantAfter 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

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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,

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 ProceduresTo 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.

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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

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

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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.

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

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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

concentration see Table 6-2-1. In open field, fugitive dust from construction can be in

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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.

Construction period effect is local, short, with the project completed and put into

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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 typePoint

sourcePoint 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

See Table 6-3-2 for contribution value of maximum ground concentration of

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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

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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,

0.0016mg/m3 and 0.0026mg/m3, 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

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calculation of airport oil tank air environment protection distance, the calculation

results for non - punctuation, on environment influence smaller.

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.

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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

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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 BasinDistance to entrance of

tributary (km)

Distance to entrance of

main stream (km)

1Huangwu Luojia

pool

Zunqiaoshui of

Xinjiang2.66 9.6

2 Wujiatang poolZunqiaoshui of

Xinjiang1.57 10.5

3Zhangshutang

pool

Zunqiaoshui of

Xinjiang1.2 12.2

4 gullyXingfushui of

Fengxi river1.2 13.2

5 Sanba reservoirXingfushui of


6 Xiaojia poolXingfushui of


7 gullyZhoutian river of

Xinjiang2.78 9.7

8 gullyZhoutian river of

Xinjiang3.15 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

160

Occupation and partition

return water catchment

area (km2)

0.01 0.015 0.09 0.19 0.14 0.060.33

6

0.0

8

Catchment area of sub-

area within the site (km2)

0.025

5

0.052

8

0.019

2

0.13

30.14

0.13

6

0.28

5

0.1

1

Outlet type pool pool poolreservoi

rpool

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.

161

3. Opinions and measures for treatment of off-site drainage systemThe above situation, on the each outlet downstream of pool and gully release

floodwaters (canal) opinion summary measures are shown in table 1-5.

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

discharg

e flood

channel

treatmen

t

measure

s

Broadene

d

Broadene

d

Not

treate

d

None

Not

treate

d

Broadene

dNone None

Discharg

e flood

ditch

(canal)

treatmen

t

measure

s

Not

treated

Broadene

d

Not

treate

d

Broadene

d

Not

treate

d

Broadene

d

Not

treate

d

Broadene

d

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,

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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

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/LDrainage type Water pollutant

163

COD BOD5 SS

Rainfall and drainage in earth phase -- -- 50-80

Vehicle washing water + concrete curing water +

pavement cleaning water60-120 <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 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

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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.

(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.

165

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.

[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

166

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.

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

167

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

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

168

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

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).

169

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

system of group of second lithologic section (K2h2-2) formation, field area south of

170

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 4-

171

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

172

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

173

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 3090000m3 and discarding 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 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,

174

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 100m2, oil

equipment library of 20m2, measuring room of 15m2, power distribution room of

20m2, receiving oil and oil shed shed 165m2; 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 0.261×10-8cm/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

175

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 10-7cm/s and 10-4cm/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:

Penetration time:

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.

176

Assuming the vadose zone thickness of 1m, impermeable layer permeability

coefficient 1.0×10-5cm/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

177

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.

178

4.6 Impact Analysis of Solid Wastes Environment4.6.1 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. TypeMain component and

propertiesAmount (t/a) Treatment method

1 Aviation garbage Focus on organics 240 Waste treatment area of Shangrao City

2Municipal soldi

wasteFocus on organics and

general life waste28 Waste treatment area of Shangrao City

3 Dirty oilContaining oil, belonging to

dangerous waste HW080.5

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,

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,

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.

4.7 Impact analysis of Environmental Risk4.7.1 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 20m2, measuring room

of 15m2, power distribution room of 20m2, receiving oil and oil shed of 165m2; 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

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 50m2.

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°CVapor density

0.8g/cm3Self-ignition

point224°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.

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

72-170Melting

point<-60°C

Boiling point

40-200°CRelative density

0.7-0.79 (water)

Flash point -50°C

Appearance and

smellColorless or pale yellow volatile liquid; special odor

SolubilityInsoluble 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.

Toxicological

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

DieselAnother

name-

English name

Diesel oil

Physical and

chemical

Molecular formula

Molecular weight

180-280Melting

point-18°C

Boiling 282-338°C Relative 0.85 (water) Vapor 4.0kg

properties

point density pressure

Appearance and smell

-

Solubility Slightly soluble in water

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.

Toxicological

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

weight28.01 Melting point -199.1°C

Boiling point -191.4°C Relative

density0.97 (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): 20Toxicology: LD50: na; LC50: 2069mg/m3, 4 hours (rat inhalation)

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 InstallationsName 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 NoDiesel 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

2002.8.24Oil 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

2005.3.19Shiyan 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 Oil tank leakage accident, the factory pipeline due to cold crack not found in

Gongyi City Second Power

Plant

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

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 treeIt 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

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 leakag

e

(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:

Figure 4-7-3 Analysis of automobile gas station fire accident treeIt 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 managemen

t 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

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) 55.11The 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 534.6The 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)

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 distance

D stability F stability

Pollutant concentration Duration Pollutant concentration Duration

(m)(mg/m3) (min) (mg/m3) (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 67.65It 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 30GBZ2-2002 workplace harmful factors of occupation exposure limits-standard limit values are consistent with MAC

Short-time contact allowable concentration (15min)

900 1500

2 2069Environmental Data Handbook for

Chemicals ToxicityLC50, 4hours (rat inhalation) - -

3 1700GBT18664-2002 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,

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 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).

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:

=367m3

Note: respectively calculates for different tank groups

or devices within the range of collection system, and takes the maximum

value.

-material quantity of a tank group or a set of devices that have accidents within

the range of collection system. is calculated according to oil tank of 100m3;

-fire prevention water amount of tank or device that has accidents, m3.

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=131m3.

-material quantity that can be transferred to other storage or treatment facilities in

case of accidents, m3, =0;

-quantity of industry wastewater that must still enter into such collection system

in case of accidents, m3, =0;

-rainfall that may enter into such collection system in case of accidents, m3.

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

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

environmental risk level is acceptable.

4.8 Impact Analysis of electromagnetic radiation4.8.1 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 intensityEquivalent 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:

Formula (1)

In which: -single-row matrix of voltage to ground of each conductor; -single-row matrix of equivalent charge of each conductor; -n order matrix composed by potential coefficient of each conductor (n is

number of conductors).

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:

Formula (2)

In which: -air dielectric coefficient, ; -distance from No.i conductor to No.j conductor;

-distance from mirror image conductor of No.i conductor to No.j

conductor;

-height of No.i conductor from ground;

-conductor radius; . Formula (3)

In which: -bundle conductor radius;

-number of partial conductor;

-partial conductor radius.

According to matrix and matrix, use formula (1) to obtain 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 and at (x, y) point can be expressed as:

Formula (4)

Formula (5)

In which: -coordinate of conductor I (I=1, 2, …, n);

-number of conductors;

-respectively the distance from conductor I and its mirror image to the calculation point.

Total electric field intensity of any point in space is:

Formula (6)

(ii) Calculation of power frequency magnetic field intensityIt 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:

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 intensityThe 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:

Formula (8)

In which: -value of radio interference field intensity, dB (µV/m);

-conductor radius, cm;

-straight-line distance from interfered point to conductor, m;

-maximum potential gradient of conductor surface, kV/m.

In which:

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, .

(2) Calculation parametersSee 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

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)


(kV/m)


(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 1.060As 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

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 calculationHorizontal projection

distance from line center(m)

6.0m 7.0m Horizontal projection


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

(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 line220kV Ferry Substation-110V Yinkeng

Substation110kV 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

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 1.2152 Projection from central conductor at 5m 754.3 1.0863 Projection from central conductor at 10m 565.6 0.8124 Projection from central conductor at 15m 383.1 0.5985 Projection from central conductor at 20m 169.4 0.3366 Projection from central conductor at 25m 91.24 0.2127 Projection from central conductor at 30m 69.39 0.1528 Projection from central conductor at 35m 43.12 0.1039 Projection from central conductor at 40m 36.14 0.08710 Projection from central conductor at 45m 28.64 0.06611 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



Table 11-1-6 Monitoring data of radio interference of 110kV line project of 220kV Ferry Substation-110V Yinkeng Substation

Measurement point

Distance from monitoring point to starting point

Frequency (MHz)

Quasipeak dB(μV/m)

220kV Ferry

Substation-110V

Yinkeng Substation

110kV line

project

Projection from central conductor at 0m 0.5 40.46Projection from central conductor at 1m 0.5 40.17Projection from central conductor at 2m 0.5 39.24Projection from central conductor at 4m 0.5 40.89Projection from central conductor at 8m 0.5 38.62Projection from central conductor at 16m 0.5 37.48Projection from central conductor at 20m 0.15 45.36

0.25 41.210.5 37.171.0 40.681.5 71.233.0 40.836.0 43.8710 46.3115 44.51

30 38.69Projection from central conductor at 32m 0.5 36.41Projection 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


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


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

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


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 parametersItem Parameter

Voltage class 110kVErection method Single-circuit line erection

Tower type 1B-ZM11Suspension method Single-circuit triangle arrangement

Phase sequence arrangement ABCWire 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 resultThe 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


(kV/m)


(μT)


(kV/m)


(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 1.060As 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 calculationHorizontal projection


6.0m 7.0m Horizontal projection


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 11-2-3, 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


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

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 1.2152 Projection from central conductor at 5m 754.3 1.0863 Projection from central conductor at 10m 565.6 0.8124 Projection from central conductor at 15m 383.1 0.5985 Projection from central conductor at 20m 169.4 0.336

6 Projection from central conductor at 25m 91.24 0.2127 Projection from central conductor at 30m 69.39 0.1528 Projection from central conductor at 35m 43.12 0.1039 Projection from central conductor at 40m 36.14 0.08710 Projection from central conductor at 45m 28.64 0.06611 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



Table 11-2-6 Monitoring data of 110kV line project radio interference of 220kV Ferry Substation-110V Yinkeng Substation

Monitoring point

Distance from monitoring point to starting point

Frequency (MHz)

Quasipeak dB (μV/m)

220kV Ferry

Substation-110V Yinkeng Substatio

n110kV

line

Projection from central conductor at 0m 0.5 40.46Projection from central conductor at 1m 0.5 40.17Projection from central conductor at 2m 0.5 39.24Projection from central conductor at 4m 0.5 40.89Projection 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 45.360.25 41.210.5 37.171.0 40.681.5 71.233.0 40.836.0 43.8710 46.3115 44.5130 38.69

Projection from central conductor at 32m 0.5 36.41Projection 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


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


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

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


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 Safety4.9.1 Analysis of impact of airplane noise on working personnel

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

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

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

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 Analysis4.10.1 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

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

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

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

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,

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

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

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 relationsAirport 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

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

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

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:

Treatment Process Diagram of Discovered Cultural Relics during Construction

4.11 Construction camp impact and management measures4.11.1 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/Provincial Cultural Relics Bureau

County/City/Province

Cultural relics nature Immovable

cultural relicsMovable 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

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

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.

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 reconstruction4.12.1 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

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

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.

Made by Beijing Guohuan Tiandi Environmental Technology Development Center Co., Ltd.

232

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.


233

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

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

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


234

emergencies, disaster rescue

and defense readiness also

has very 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.

residents of production

and living conditions.social effect.

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

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


235

is flat field hardening of

construction land, the

remaining voids, greening,

coverage increased; soil

erosion intensity will be

very small.

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 residents.

No emission of air

pollutants.

Project construction and

to region ambient air

quality changed little.

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

recommendationRecommended 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,


236

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

Comparison

Content Houmentang Site Zhoujia Site Song Residence Site Comparison Result

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


237

Comparison


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


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


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.


238

Comparison


Traffic

Condition

s

Entrance road can take

use of the new national

defence highway that is

4.5km away in the west,

and a 5.0km-long

entrance road needs to

be paved.


use of the 320 national

highway that is 5.5km

away in the north to

reach the urban area,

and a 7.0km-long

special airport road

needs to be paved.


use of the 320 national

highway that is 3.5km

away in the east to

reach the urban area,

and a 4.5km-long

special airport road

needs to be paved.

Houmentang Site

proves more

convenient.

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.



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.



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.

Noise influence in the

54 residential sensitive

points and 15 school

and hospital sensitive

points (common

villages and teams)

spread within airport

noise comparison

scope.


points and unknown

school and hospital

sensitive points

(common villages and

teams) spread within

airport noise

comparison scope.


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.


239

Comparison


Environment Influence C

omparison and Selection

Noise Influence C


Running noise of the airport influences the planning

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

regard.

Ecological Impact C


Earthwork Q

uantity

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.

Land Occupation

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


and Wuruan Tourist

Least occupation of

farmland; complex

geology with gullies in

the middle that needs

treatment; largest

Has the shortest

distances to


and Wuruan Tourist

Spot; less earthwork

Houmentang Site

serves as the

proposed site with

consideration of

factors.


240

Comparison


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.

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.

and demolition

quantities; largest

occupation of

farmland; difficult

airspace coordination.

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

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


241

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

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 fuelThe 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


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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

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


243

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.

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


244

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 SchemeAs 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

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

difficultTable 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.


246

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


247

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


248

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.

Implementation institution

Construction project

Equipped with environmental site engineer, fulfill the terms of the contract and bidding documents the environment protection and conservation of water


249

contractor

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 institutionName of

institution

Type of

institution

Personnel

allocationResponsibilities of Institution

World BankSupervision

institution1 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

each level

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

environmental assessment), environmental monitoring and


250

supervision management at project construction stage and operation

stage.

Airport officeManagement

institution1 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

institution1 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

institution1 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

Environmental Environmental Several 1. Make on-the-spot investigation, the environmental evaluation;


251

assessment

unit

assessment

institution

2. Responsible for the preparation of environmental management

plan content and to provide related advisory services

Project

supervisor

(environmenta

l 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

Implementatio

n institutionSeveral

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,


252

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


253

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.


254

Table 6-3-1 List of Elimination Measures for Common Environmental Impact of the Project

Item Elimination Measures for Environmental ImpactImplementatio

n institution

Supervision

institution

Monitorin

g

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)

environmenta

l protection

agency and

Department

of

transportation

Construction stage


255


n institution

Supervision

institution

Monitorin

g

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)

environmenta

l protection

agency and

Department

of

transportation

Owners in

the form of

a contract

to entrust a

qualified

agency

Construction

site

management

Main

construction

environmenta

l 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


(3) The construction site watering dust reduces dust pollution.

Airport Asphalt mixing station must adopt centralized mixing plant, mixing station construction should be


256


n institution

Supervision

institution

Monitorin

g

institution

pavement

engineering

and entry

road

engineering

located in production areas, strictly prohibited in the construction zone setting asphalt mixing

station.

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.

Constructio

n 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


257


n institution

Supervision

institution

Monitorin

g

institution

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.

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.


258


n institution

Supervision

institution

Monitorin

g

institution

Constructio

n 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

yard

(1) Concrete mixing wastewater may not discharge, collection and processing by sedimentation tank

returned to field watering dust suppression measures, after the end of construction sedimentation

tank shall be covered soil burying, and ecological restoration.

Constructio

n 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




259


n institution

Supervision

institution

Monitorin

g

institution


(3) Construction site is strictly prohibited to burn all kinds of waste.

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


260


n institution

Supervision

institution

Monitorin

g

institution

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.

(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.


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Environmental

protection of

construction

camp

implementatio

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Site leveling

(1) Produce waste slag should be timely removal, engaged in earthwork, slag and construction waste


(2) Watering dust to reduce dust pollution.

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.


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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.

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




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.


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Construction

material field

environmental

protection

practice

Environment im

pact control of soil-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.

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


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Environmental im

pact control of residue 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.

(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


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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.

(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.


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(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

for temporary coverage, lest the runoff scouring slope.

(4) Complete construction on Soil Restoration Vegetation and reclamation.


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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.


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(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,

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


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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

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


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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,

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


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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

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


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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

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,


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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

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


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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)

environmenta

l protection

agency and

the

Department

of


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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 institution

Supervision institution

Monitoring institution

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 stripping and protection.

Sanqingshan

Airport Co., Ltd.



Land and Resources

Bureau

3) Forest

compensation

In accordance with the provisions of woodland requisition formalities, pay

the recovery fee of forest vegetation.

Sanqingshan

Airport Co., Ltd.




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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.

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

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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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.

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

sedimentation basin; slope, using the spray sowing grass shrub slope

protection.

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

3. Mitigation measures 1) Construction Reasonably arrange construction machinery usage, reduce noise equipment Construction unit, Shangrao City Entrust the


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for noise impact machinery use time, and strengthen all kinds of construction machinery repair and

maintenance.

supervision unit Environmental

Protection Bureau,

Sanqingshan Airport

Co., Ltd.

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.


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


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 water2) Life waste In the construction site within the set of aqua, living wash and restaurant


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water wastewater centralized collection way, by the sedimentation for field of dust.


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.


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

Construction unit,

supervision unit

Shangrao City Cultural

Relics Bureau,

Sanqingshan Airport

Co., Ltd.


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does not affect the suspected heritage identification and protection work of the other.

9. Public interference

Bulk material transport should avoid the town fair trade road or fair trade day;

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.

Construction unit,

supervision unit

Shangrao City

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

Construction unit,

supervision unit

Shangrao City

Environmental


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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.

Protection Bureau,

Sanqingshan Airport

Co., Ltd.

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 stage1. 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 BureauAdopt professional bird driving equipment.


283

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;


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

planning control to avoid planning and construction of residential,

educational, medical and scientific research institutions are sensitive to

noise building.

Sanqingshan

Airport Co., Ltd.,

Shangrao City

Planning Bureau,

Shangrao City

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

Sanqingshan

Airport Co., Ltd.



Environmental

Protection Bureau

Entrust the

qualified unit to

carry out

monitoring of

noise


284

to reduce social impact.

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 water2) 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

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 At 50m of the area of oil depot and sewage treatment plant, regulate pond


285

monitoring 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.


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.

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

Sanqingshan

Airport Co., Ltd.,

Oil Material

Company

Shangrao City

Environmental

Protection Bureau

Entrust the

qualified unit to

carry out

monitoring of

accidents


286

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;

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

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


287

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.


288

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

289

Object Training Contents NumberTime (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 contractor2 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

contract1 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

290

Object Training Contents NumberTime (day)

Unit price(10,000

yuan/day)

Expense(10,000 yuan)

Subtotal -- -- -- 18

6.4.2 Procurement plan for environmental protection equipments

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.

291

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

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 its

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.

292

Figure 6-5-1 Location of monitoring point and monitoring content during construction period

Project nameMonitoring

itemsMonitoring

contentMonitoring time and

frequency Monitoring place Monitoring factor

Reference price (ten thousand yuan)

Responsible organization

Airport engineering

Ambient airConstruction fugitive dust

1 period/quarter Continuous monitoring for

3 daysOr after getting complaints

Shanghuangwu, Tashui Xujia, Fangcun

TSP 0.5Qualified monitor unit authorized

by Shangrao Sanqingshan Airport Co., Ltd.

NoiseConstruction

noise

1 time/day (once for day and night)

Or after getting complaints

Changjie, Shanghuangwu, Tashui

Xujia, FangcunLAeq 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 treesIntegrate 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

0.3Qualified monitor unit authorized


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.

293

app:ds:water

app:ds:ground

Project nameMonitoring

itemsMonitoring

contentMonitoring time and


Reference price (ten thousand yuan)


NoiseConstruction

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


Reference price

(ten thousand

yuan)


294

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

Leq1.2

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



Airport Co., Ltd.

Waste

water

Water from

oil-water

separator of

airport oil

depot

1 time/yearWater outlet of oil-water

separator of oil depot

Water flow, pH,

COD, oil type2.0



Airport Co., Ltd.

Sewage

treatment

station

Inlet and

outlet water

Routine monitoringWater inlet and outlet of sewage

station

Flow, pH, COD,

BOD5, SS, oil

type,

NH3-N, TP

295

Ambient

air

Fugitive

emission of

organic gas

1 time/year Perimeter of oil depot NMHC, TVOC 0.6



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



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



Airport Co., Ltd.

Name of operational engineering

Monitoring items

Monitoring content

Monitoring time and frequency

Monitoring place Monitoring factorReference price (ten thousand

yuan) Responsible organization

296

app:ds:water

app:ds:ground

Airport operation

Noise

Aircraft noise

2 times/yearWhen the airport flights

are well over the forecasting airport flights

of this evaluation

Xiawutang, Tashui, Xujia, outside of Beilong

LWECPN

Leq1.2


Airport Co., Ltd.

Indoor noise

2 times/yearWhen the airport flights

are well over the forecasting airport flights

of this evaluation

Xiawutang, Tashui Xujia, inside of Beilong resident, inside of

terminal buildingLeq 0.4


Airport Co., Ltd.

Waste water

Water from oil-water

separator of airport oil

depot

1 time/yearWater outlet of oil-water separator

of oil depotWater flow, pH,COD, oil type

2.0


Airport Co., Ltd. Sewage

treatment station

Inlet and outlet water

Routine monitoringWater 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.

297

Ground water

Water quality of ground

water1 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

0.3Qualified monitor unit authorized


Reconstruct the operation

of country road

Noise Noise 1 time/yearAt the side of noise source nearest

away from residents Leq 0.1Qualified monitor unit authorized


298

app:ds:water

app:ds:ground

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

299

shall submit the special report of the monitoring of solid and water conservation to the

approval authority for the solid and water conservation scheme.

Figure 6-5-3 Schedule of the monitoring of solid and water conservation

Subarea Monitoring contentMonitoring

methodMonitoring frequency

Aircraft movemen

t 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 amountObservation in fixed location

Terminal area


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


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 amountObservation 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 Report content Unit of Unit of receiving report Report

300

submitting report

formulating report frequency

Stage of planning design

Environmental management plan

and environmental management

target

Organization of environmental

impact assessment and design unit of

project

World BankSubmit to Project Office by Shangrao Sanqingshan Airport Co., Ltd. and submit to World Bank by Project

Office

1 time

Construction period

Monthly report on environmental

supervision

Environmental supervision

Shangrao Sanqingshan Airport office

1 time/mont

hConstruction period and

operation period

Data and analysis of environmental

monitoring

Unit of environmental

monitoringShangrao 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 Bank1 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

301

local circumstances, the environmental management plan shall analyze the possible

complain ways from residents surrounding the airport or related organizations. Such

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.

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,

302

construct, and operate an environmental-friendly airport. The evaluation standard for

green building sees appendix.

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

303

Provide high-efficient power and system;

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

304

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

305

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

306

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

307

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

308

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.

309

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

settingMember 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 securityControl 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

Remedy the materials, give material and financial support to emergency rescue

operation, and make sure the supply of production necessities and the

310

materials 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

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

Determine the signal alarm way; ①

Determine the components of rescue team, and list the related department and their task②

clearly

The plan shall base on the predicting outcomes of this risk assessment, evacuate personnel in③

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

311

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

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

312

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

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 expensesRough 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) 175Rain and sewage pipeline network (project investment)

220

Waste water, waste sedimentation pond, latrines during the construction period

2

Oil water separator 30

Solid wasteGarbage 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 183Water conservation measures costs (already included in the water conservation investment)

231.97

Protection of plants (camphor) transplanting costs 541.61Drainage works investment in the airport

Broadening reinforcing downstream gully lines of the airport outfall

440

313

Rural roads reconstruction costsReconstructing the blocked rural roads due to the construction of the airport

510.6

Environmental monitoring costs

Construction period 1.3

Operation period 4.6

Personnel training costs

Training for contractors and environmental specialists in the construction sites

6

Training for the environmental supervision engineers 9Training 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

314

of public consultation sees appendix.

The conditions for the first time of public consultation see Figure 7-2-1.

315

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

316

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

317

Figure 7-2-2 Result of the second time of public consultation

Time Place

Conference

location for

publish

consultation

Public information

content

Participation

publicPublic 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

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)

whether the land①

expropriation compensation

meets with the standards;

② Noise problem during the

operation period of airport

The irrigation problem after③

requisition the part ponds

Blocking problem on country④

road

Problem of installation and⑤

site selection by residents

The public point out that⑥

some farmland and a pond are

blocked in Tashui Xujia after

the construction of airport,

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

318

Tashui village of

Maojialing street

in Xinzhou district

which brings inconvenience for

farmers’ cultivation. It shall

conduct the land acquisition and

319

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 methodSite location for

environmental documentText name Main content

2012.9.29 Publicity of

newspaper

Project office of Shangrao

Sanqingshan airport

The first draft

of the report of

Contents of the①

report of

320

(Shangrao Daily) 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

environmental

impact

assessment;

Environmental

management

plan

Environmental

management

framework

environmental

impact assessment:

project conditions,

environmental effect

on filter evaluation

and the planning

measures to take

Contents of②

environmental

management plan:

composition of

environmental

management

organization, main

management plan,

organization

reinforce, reporting

mechanism, public

statement

mechanism and so

on;

Environmental③

management

framework: guide

the environmental

management of off

site work that has

not determined the

implementation plan

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

321

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

consultation work and all of them support the construction of the project.

322

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.

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

Discussion

meeting on

the

preliminary

scheme on

water

draining of

Ding jinhua, Tong xiaojun,

He zijun, Zhouhuajun,

Jiangyan from the airport

office; Lijianchu, Ligong,

Zhujinzhen from water

conservancy and planning

institute of Shangrao;

1. Zunqiaoxiang:

(1) The airport construction

need expropriate three

ponds which lead to water

shortage of 300 mu

farmland of the

downstream. The

The

airport

office and

water

conservancy

and planning

unit shall

323

Sanqingshan

airport

Shangrao

Sanqingshan

airport

Shaoqingsong,

Chenguangliang,

Chenyangshui from Zaotou

village,

Zhengzengquan,Libianzhen ,

Dongjinshuai from

Zunqiaoxiang, Xugongmao,

Huangbo from Tashui

village of Maojialing, totally

16 people.

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

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

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.

324

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

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

325

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,

Huang Fushan,

Xu Maokun,

Xu Zhengwu,

Xu Maoqing,

Cheng Zuhua,

Fang Shenbing,

Fang Shenlin,

Fang Shenguo,

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

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.

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

from the

opinions of

villagers.

326

Wu Xiaomao,

Fang Zhaoshi,

Xu Wubei, Xu

Deyuan, and

Ren Bingxing,

totally 22

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

327

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

328

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.

329

Annex I Sample List of Public Consultation（the first time）Questionnaire of First-time Public Consultation

Name Gende

r 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

330

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: 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:

331

Annex II Sample List of Public Consultation （the second time）Questionnaire of Second-time Public Consultation

Name Gender Age Educational

level

Village

LocationTel.

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 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 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

332

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


influences your life, the influences:

A. Construction noise B. Inconvenient

transportation C. Construction raises dust D.

Construction garbage E. Others


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


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 Consultation1. Do you know this project? A. No(6) B. Yes(93)


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)


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 influence(30)

4. Do you think that the environmental A. All feasible (89) B. Infeasible (9)

333

measures taken by the planned construction

project are feasible?

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)


project after environmental protection

measures are taken?

A. Yes (99) B. No (0)

334

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:

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 (Where T0=10 s) (2)

And replace 39.4 with 10× , Formula (1) may be converted as follows:

335

In Formula (3), 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］:

dB (4)

Where: - 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 (t0 = 1 s) (5)

And replace 49.4 with 10× , Formula (4) may be converted as follows:

In the formula mentioned above, represents the average noise

energy in every flight. ND+10NN represent the weighted number of flights in each day.

336

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 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:

(7)

Then, the approximation relation between LPN and LA is［5］:

(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:

337

That is: (9)

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:

As for common airports, it’s not likely that N2/（ N1+3N2+10N3）≥ 0.1, then

generally speaking:

In view of the aforesaid inequality, Formula (10) may be simplified to the following

approximation relation:

(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

338

requirements of practically workable implementation of energy and natural resources

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

339

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

cycle analyses, rationally determine the building scale, select appropriate technologies, system

340

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

and outdoor

environmen

Energy

saving and

utilization

Water

saving and

utilization

Material

saving and

utilization

Indoor

environmen

t quality

Operation

and

managemen

341

t (total 6

items)

(total 10

items)

(total 6

items)

(total 8

items)

(total 6

items)

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 24m2 , high-rise not more than 15m2.

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.

Standard Items4.1.9 Provide public facilities according to master planning, based on mixed-use and residential

district sharing principles.

342

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 Items4.1.17 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 Items4.2.1 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 Items4.2.4 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.

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

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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 Items4.2.10 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 Items4.3.1 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 Items4.3.6 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.

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-

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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 Items4.4.1 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 Items4.4.3 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 Items4.4.10 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

Prerequisite Items4.5.1 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

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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 Items4.5.6 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 Items4.5.12 Energy storage, humidity control, or materials that improve indoor air quality (IAQ) in

bedrooms and living rooms.

4.6 Operation and Management

Prerequisite Items

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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 Items4.6.5 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 Items4.6.12 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 Items5.1.1 Conserve site cultural heritage and-relic, water eco-systems, wetlands, prime farmlands,

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.

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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 Items5.1.6 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 Items5.1.12 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 Items5.2.1 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

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 Items5.2.6 Design of building layout to be conducive to sun-lighting but avoids prevalent winds in

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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 Items5.2.16 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.

5.3 Water Saving and Water Resource Utilization

Prerequisite Items5.3.1 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.

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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 Items5.3.6 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 Items5.3.12 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 Items5.4.1 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 Items5.4.3 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.

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.

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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 Items5.4.11 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 Items5.5.1 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 Items5.5.7 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

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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 Items5.5.13 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 Items5.6.1 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 Items5.6.4 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

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 Items5.6.11 Implement resource management encouragement mechanism, facility management

achievements link with resource savings and economic benefit.

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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.

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