Environment Impact Assessment for Jiangxi

E4056 V2

Public Disclosure Authorized Environment Impact Assessment

For

Jiangxi Shangrao Sanqingshan Airport

Public Disclosure Authorized

Beijing Guohuantiandi Environmental Technology

Public Disclosure Authorized Development Center. Ltd.

Oct. 2012 Public Disclosure Authorized

Content

ENVIRONMENT IMPACT ASSESSMENT...... 1

1. OVERVIEW ...... 1

1.1 PROJECT ORIGIN ...... 1 1.2 PREPARATION BASIS ...... 5 1.3 GUIDELINES AND OBJECTIVES OF ENVIRONMENT IMPACT ASSESSMENT ...... 9 1.4 ASSESSMENT GRADE ...... 9 1.5 SCOPE OF ASSESSMENT ...... 15 1.6 ASSESSMENT STANDARDS ...... 19 1.7 ENVIRONMENTAL PROTECTION TARGETS ...... 26 1.8 ASSESSMENT PRIORITY ...... 38 1.9 ASSESSMENT PERIOD...... 38

2 PROJECT OVERVIEW ...... 39

2.1 PROJECT GOAL ...... 39 2.2 PROJECT DESCRIPTION ...... 39 2.3 FORECAST OF AVIATION VOLUME AND TRAFFIC VOLUME OF AIRPORT...... 40 2.4 AMOUNT OF LAND REQUISITION AND RELOCATION ...... 41 2.5 CONSTRUCTION PLAN ...... 42

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

3.1 REGIONAL ENVIRONMENTAL SUMMARY ...... 44 3.2 SOCIAL ENVIRONMENTAL CHARACTERISTICS ...... 51 3.3 REGIONAL ENVIRONMENTAL QUALITY SURVEY AND EVALUATION ...... 55 3.4 DUE DILIGENCE REVIEW ...... 79 3.5 CITY, TRAFFIC AND ECONOMIC DEVELOPMENT PLANNING ...... 83

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

4.1ACOUSTIC ENVIRONMENT IMPACT ANALYSIS AND MITIGATION MEARSURES ...... 87 4.2 ANALYSIS OF ECOLOGICAL IMPACT AND MITIGATION MEASRUES ...... 118 4.3 IMPACT ANALYSIS OF AMBIENT AIR AND MITIGATION MEASURES ...... 149 4.4 IMPACT ANALYSIS OF SURFACE WATER ENVIRONMENT AND MITIGATION MEASURES ...... 155 4.5 IMPACT ANALYSIS OF UNDERGROUND WATER ENVIRONMENT ...... 166 4.6 IMPACT ANALYSIS OF SOLID WASTES ENVIRONMENT ...... 175 4.7 IMPACT ANALYSIS OF ENVIRONMENTAL RISK ...... 178 4.8 IMPACT ANALYSIS OF ELECTROMAGNETIC RADIATION ...... 194 4.9 OCCUPATIONAL HEALTH AND SAFETY ...... 209 4.10 SOCIAL IMPACT ANALYSIS ...... 213 4.11 CONSTRUCTION CAMP IMPACT AND MANAGEMENT MEASURES ...... 224 4.12 IMPACT ANALYSIS AND MEASURES OF RURAL ROAD RECONSTRUCTION ...... 227

5.ALTERNATIVE ANALYSIS ...... 231

5.1 COMPARISON OF IMPLEMENTATION AND NON-IMPLEMENTATION SCHEME ...... 231 5.2 SITE SELECTION BASIS FOR AIRPORT ...... 234 5.3 COMPARISON OF SEWAGE TREATMENT METHODS ...... 238 5.4 COMPARISON OF MOTOR VEHICLE FUEL ...... 239 5.5 COMPARISON OF SUSTAINABLE DRAINAGE SCHEMES ...... 239 5.6 COMPARISON OF RUNWAY LAYOUT SCHEME ...... 241

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

6.1 ENVIRONMENTAL MANAGEMENT OBJECTIVE ...... 243 6.2 ENVIRONMENTAL MANAGEMENT MECHANISM ...... 243 6.3 ENVIRONMENTAL MANAGEMENT PROCEDURES ...... 248 6.4 INSTITUTION STRENGTHENING ...... 282 6.5 MONITORING PLAN ...... 285 6.6 REPORTING MECHANISM ...... 293 6.7 PUBLIC STATEMENT MECHANISM ...... 294 6.8 GREEN AIRPORT DESIGN AND CLEAN DEVELOPMENT MECHANISM ...... 295 6.9 EMERGENCY PLAN...... 303 6.10 PUNISHMENT MECHANISM ...... 305 6.11 ESTIMATION OF ENVIRONMENTAL PROTECTION COSTS ...... 306

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

7.1 METHODS OF PUBLIC CONSULTATION AND INFORMATION DISCLOSURE ...... 307 7.2 PUBLIC CONSULTATION ...... 307 7.3 INFORMATION DISCLOSURE ...... 312 7.4 SUMMARY OF PUBLIC CONSULTATION AND INFORMATION DISCLOSURE ...... 314 7.5 PUBLIC CONSULTATION ON FARM IRRIGATION COMPENSATION/ALTERNATIVE SCHEME ...... 315

8 CONCLUSIONS AND SUGGESTIONS ...... 320

8.1 MAIN CONCLUSIONS ...... 320 8.2 MAIN SUGGESTIONS ...... 320

ANNEX I SAMPLE LIST OF PUBLIC CONSULTATION（THE FIRST TIME） ...... 322

ANNEX II SAMPLE LIST OF PUBLIC CONSULTATION （THE SECOND TIME） ...... 324

ANNEX III: DERIVATION OF RELATIONS BETWEEN LWECPN AND LDN ...... 327

ANNEX IV EVALUATION STANDARD FOR GREEN BUILDING ...... 330

1. 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)

including Shangrao City, Yingtan City and Guixi City of Jiangxi Province as well as Zhejiang, Fujian. The total population exceeds 6.5 million, the GDP exceeds 60 billion yuan. That the economical cooperation zone of Fujian, Zhejiang, Jiangxi and Anhui Provinces as well as the nine cities set up contact office in Shangrao is because Shangrao City has superior regional location, which is the economic leader and communication hub of the four provinces and nine cities. Construction of Shangrao Airport can drive the common development of the four provinces and nine cities, thus to be beneficial to development of economic society in the region and configuration of resource optimization as well as the perfection of regional economy and urban function. Therefore, construction of Shangrao Airport is beneficial to exterior opening up further and to promotion of the exterior economic cooperation and communication to push the development of social economy of the region, thus to drive the overall sustainable development of social economy of the whole Eastern Jiangxi Province. 1.1.2 Construction of Shangrao Airport is demand for perfection of local comprehensive traffic system Shangrao City is located in the northeast part of Jiangxi Province with Zhejiang to the east, Anhui to the west and Fujian to the south. It is a very important geographical position, known as the thoroughfare of eight provinces and Yu Zhang first portal. Within its territory, there are Anhui-Jiangxi, Zhejiang-Jiangxi, Hengnan and Jiujingqu railway, Shanghai-Kunming, Jingwuchang (yellow) and are Shanghai-Wuhan Highway under early stage, 320 national road and 206 national road, one from south to north and the other from east to west. The location advantage of Tongqun area has become increasingly prominent. For recent years, with the overall and rapid development of economy and society of Shangrao City, especial the objective of constructing Shangrao to the regional center city of four provinces boundary has put forward the higher requirement for construction of traffic network for each industry of Shangrao. Single ground transportation has great limitations on the city's comprehensive development, especially the highway, due to road condition, line and time, the factors

are more if the accessible region is farer and inconvenient. understanding farther get restrict an element more, more and more convenient. Construction of Shangrao Airport to open air route is a convenient way for perfection of traffic system. With the air passage opened, the traffic system of Shangrao has two transportation methods of ground and air. The ground transportation plays its advantages of large quantity and the air transportation is convenient, safe and fast. Both methods supplement each other to promote the rapid and sustainable development of economy of Eastern Jiangxi Province jointly. 1.1.3 Construction of Shangrao Airport is need for development of rich tourism resources Shangrao has paid high attention to development of tourism to position the tourism as the new growth point and urban support industry. It put forward the strategic position of All Accessible and Tourism First to plan at high level, promote at high grade, construct from high starting point, protect with high standard and publicize at high intensity, thus to bring new prospect for the tourism of the whole city. According to the Outlines of Twelfth Five-year Plan for National Economy and Social Development of Shangrao City, try to realize the objective of receiving domestic and overseas tourists with the annual increase over 15% and total income of tourism with annual increase over 25%. At the end of Twelfth Five-year Plan, try to realize the objective of receiving domestic and overseas tourists over 30000000 person-time, 50000000 person-time the better. Among them, overseas tourists exceed 300000 person-time; total income of tourism exceeds 30 billion yuan, occupying over 15% of output value of the whole city to basically complete the transformation and upgrading of tourism and form the perfect tourism system, thus to enable Shangrao City to become the strong city of tourism all over the country. Shangrao is rich in tourism resources. For recent years, red tourism lines including Shangrao concentration camp, Fang Zhimin martyr revolutionary base, Dieshan Academy as well as Sanqingshan, Guifeng, Wuyuan, million years fairy cave, Dexing copper city, Baishazhou of Poyang Lake, Gexian mountain of Lead mountain, Huanggang mountain, goose lake academy, Guangfeng Tongba Mountain and Dexing

Wufengdong stir the fever. Shangrao City has joined the Yangtze River Delta 15+1 Tourism Economic Cooperation System to construct the barrier-free tourism zone in East China. In 2010, the city received total domestic tourists of 19756000 person-time and overseas tourists 112000 to make tourism earnings of USD 37600000. Shangrao tourism is developing vigorously, the objective of creating the China Excellent Tourism City is being advanced steadily and the tourism investment promotion work is progressing smoothly. The reputation of Shangrao tourism is gradually improved to the nation and even the whole world. Shangrao is located in motherland inland, lack of air transportation and limitations on single ground transportation limitations enable the region's tourism to stay in the early stages of development, main source of tourism is limited in the province and the surrounding areas. Construction of Shangrao Airport, China's main body of access to air travel network, construction of the new accord with the development of tourism industry multiple levels of traffic system, make East Jiangxi tourism resources information and fly away, and vigorously promote tourism product publicity and marketing, to attract more visitors, in favor of the local tourist resources to obtain the reasonable development and utilization, for the region's tourism industry to grow, become local economy to develop new pillar industry. Construction of Shangrao Airport will be beneficial to development of tourism resources and improvement of overall traffic environment as well as integration of regional tourism resources to promote early formation of tourism belt and tourism economic circle of Jiangxi, Anhui, Zhejiang and Fujian, thus to form the tourism cooperation and combination between the regions and promote the overall development of social economy of Eastern Jiangxi Province. 1.1.4 Construction of Shangrao Airport is demand for perfection of airport layout At present, Jiangxi Province has constructed Changbei, Jiujiang, Jingdezhen, Jinggangshan and Ganzhou Airport, Yichun Airport is approved for construction, and Eastern Jiangxi Province is the blank of civil aviation airport. Construction of Shangrao Airport complies with Twelfth Five-year Plan for Development of China Civil Aviation and Twelfth Five-year Plan for Jiangxi Province National Economy and

Social Development, which plays an important role in perfection of airport planning network of Jiangxi Province, development of civil aviation transportation career of Jiangxi Province and perfection of comprehensive traffic system of Jiangxi Province. From the historical experience, construction of airport plays an irreplaceable role in disaster relief and emergency response. In 2008 in southern China area during the ice disaster, in the 5·12 Wenchuan earthquake and 4.14 Yushu earthquake disaster, air transport become timely delivery of relief supplies, rescue personnel big channel, in order to win the victory that fight calamity plays a crucial role. Building of the airport and opening air channel are of great significance to perfection of regional comprehensive traffic transportation network, response to emergencies and guarantee of people’s life and property safety. From the layout of national defense airport, Shangrao is southeastern coastal plain strategic depth; construction of Shangrao Airport can serve the national defense construction in wartime. To sump up, construction of Shangrao Airport can promote sustainable development of Eastern Jiangxi Province and social economy of Shangrao City, and drive development and utilization of tourism resources of Eastern Jiangxi Province, It plays an important role in perfection of planning layout of civil aviation airport and perfection of local comprehensive traffic system; it is of great significance to response to emergencies, disaster rescue and defense readiness. Therefore, construction of Shangrao Airport is a necessary and urgent task.

1.2 Preparation Basis

1.2.1 Environmental Protection Laws and Regulations (1) “Law of the People’s Republic of China on Environmental Protection”, 1989.12.26; (2) “Law of the People's Republic of China on Prevention and Control of Air Pollution”, 2000.4.29; (3) “Law of the People's Republic of China on Prevention and Control of Water Pollution”, 2008.6.1;

(4) “Law of the People’s Republic of China on the Prevention and Control of Environmental Pollution by Solid Wastes”, 2005.4.1; (5) “Law of the People's Republic of China on Prevention and Control of Pollution from Environmental Noise”, 1997.3.1; (6) “Law of the People’s Republic of China on Appraising of Environmental Impacts”, 2003.9.1; (7) “Law of the People’s Republic of China on Water and Soil Conservation”, 2011.3.1; (8) “Law of the People’s Republic of China on Land Administration”, 1999.1.1; (9) “Law of the People's Republic of China on Cleaner Production Promotion”, 2002.06.29; (10) “Regulations on the Administration of Construction Project Environmental Protection” Promulgated by Decree No. 253 of the State Council of the PRC of 1998, 1998.11.29; (11) ““Categorized Administrative List of. Environmental Impact Assessment for Construction Projects” implemented on October 1, 2008; (12) “Approval Regulations on Environmental Impact Evaluation (EIE) Approvals for Construction Projects”, No. 5 Decree of the Ministry of Environmental Protection, 2009.3.1 (13) “Views on Strengthening Ecological Protection”, Huanfa [1997] No.785 issued by the SEPA, 1997.11.28; (14) “Notification on Strengthening Environmental Impact Assessment Management to Prevent Environmental Risks”, Huanfa [2005] No.152 issued by the SEPA; (15) Decisions of the State Council on the Implementation of Scientific Development Concept to Strengthen Environmental Protection, Guofa [2005] No. 39, 2005.12.3;

(16) “Notification on Strengthening the Administration of Environmental Impact Assessment for Construction Projects Funded by the Loan from International Finance Corporations” issued by the State Environmental Protection Administration, the State

Planning Commission, Ministry of Finance and People’s Bank of China, 1993, 6; (17) The “Environmental Protection Administration Methods for Transportation Construction Projects” [1990] No.17 Decree issued by the Ministry of Communications in 1990; (18) “Notification of a Certain Number of Advice on the Implementation of the Most Stringent Farmland Protection System in the Highway Construction” issued by the Ministry of Communications on April 6, 2004 in Jiaogong Lufa Decree [2004] No.164. 1.2.2 Technical Specifications for Environmental Impact Assessment (1) HJ2.1-2012 “Technical Guidelines for Environmental Impact Assessment-General Provisions”; (2) HJ/T2.3-93 “Technical Guidelines for Environmental Impact Assessment-Surface Water Environment”; (3) HJ2.4-2009 “Technical Guidelines for Environmental Impact Assessment-Acoustic Environment”; (4) HJ610-2011 “Technical Guidelines for Environmental Impact Assessmen-Ground Water Environment” (5) HJ2.2-2008 “Technical Guidelines for Environmental Impact Assessment-Atmospheric Environment “ (6) HJ19-2011 “Technical Guidelines for Environmental Impact Assessment-Ecological Impact”; (7) HJ/T87-2002 “Technical Guidelines for Environmental Impact Assessment-Construction Project of Civil Airport”; (8) HJ14-1996 “Zoning Principles and Technical Methods for Ambient Air Quality Function Zones”; (9) GB/T15190-94 “Technical Zoning Specifications for Urban Environmental Noise Zones”; (10) State Environmental Protection Administration February 14, 2006, Huanfa [2006] No.28, “Interim Measures of Public Participation in the Environmental Impact Assessment”;

(11) GB50433-2008 “Technical Specifications for Water and Solid Conservation Program of Development and Construction Projects”; (12) MH/T5105-2007 “Calculation and Prediction of Aircraft Noise Surrounding Civil Airport”; (13) GB18218-2009 “Identification of Major Hazard Source of Hazard Chemicals”; 1.2.3 World Bank Safeguards Policies （1）OP 4.01：Environmental Assessment （2）OP 4.12：Involuntary Resettlement （3）OP 4.11：Physical Cultural Resources （4）EHS：GENERAL EHS GUIDELINES: INTRODUCTION （5）EHS：AIRPORTS （6）EHS：WASTEWATER AND AMBIENT WATER QUALITY （7）EHS：ELECTRIC POWER TRANSMISSION AND DISTRIBUTION （8）EHS：WASTE MANAGEMENT 1.2.4 Project Files (1) “The Feasibility Study of Shangrao Sanqing Mountain Airport Project in Jiangxi”, China Civil Aviation Airport Construction Group, 2011.12; (2) Flight Procedure Design Report of Shangrao/Sanqing Mountain Airport Feasibility Study, Bejing Des Transit Technology and Trade Co., Ltd., 2011.12. (3) Comprehensive Plan of Shangrao City (2007-2020), People’s Government of Shangrao City, 2008.10. (4) Comprehensive Plan of Shangrao County Zunqiao village (2003-2020), People’s Government of Shangrao County Zunqiao Village, 2003.12. (5) “Comprehensive Plan of Shangrao County Zhaotou Town (2007-2020)”, People’s Government of Shangrao County Zhaotou Town, 2008.1. 1.2.5 Project Authorization Notice “Authorization Notice on Environmental Impact Assessment” by Shangrao Sanqing Mountain Airport Co., Ltd

1.3 Guidelines and Objectives of Environment Impact Assessment

The environmental impact assessment program shall be designed to reflect pertinence, policy, scientificity and impartiality. The principles of “coordinating with regional development planning and environmental protection planning”, “meeting discharge standards”, and “compliance with environmental functions” shall be highlighted in the process of environmental impact assessment. The main purposes of this assessment include: (1) To identify the environmental background status of the assessed area through on-site investigation and monitoring; (2) To analyze the environmental impact factors of the proposed project and to calculate the strong sources of pollution sources; (3) To predict the impact extent and scope of aircraft noise on airport surrounding environment, and to analyze the compatibility of airport construction and urban construction planning; (4) To demonstrate the feasibility of pollution prevention measures and analyze the environmental and economic profit and loss by analog survey and analysis study according to the engineering characteristics; (5) In the principles of openness and justice, seek public comments and suggestions by way of publicity and questionnaires.

1.4 Assessment Grade

1.4.1 Acoustic environment At present, the airport link road-Airport Avenue line has not been determined, but the basic direction is fixed, only requiring some partial adjustment. The environmental impact assessment on airport avenue is included into environmental management framework. After preliminary site investigation, there are no special environmental sensitive points such as hospitals and sanatoriums on both sides along the road within 200m, and the main environmental sensitive points are mainly urban residential areas. According to the principle related to classification of evaluation

grade of Technical Guidelines for Environmental Impact Assessment (Sound Environment) (HJ2.4-2008), the traffic noise is evaluated as Grade II. Once the line is determined finally, EIA staff will conduct detailed site survey, once the special environment sensitive points are found on the two sides along the road 200m range. It will classify the EIA grade in accordance with the requirements of environmental management framework. 1.4.2Ambient Air The pollution sources of ambient air mainly come from the boiler flue gas, aircraft exhaust, and car exhaust. Aircraft exhaust and car exhaust are fugitive emissions. The boiler adopts clean energy-natural gas as raw material. Estimating the pollutant emissions by the emission factors, SO2 emissions is 0.012kg/h and NOx emissions is 0.118 kg/h, after estimation and calculation, Pmax=6.47%, less than 10%. Class 1 Ambient Air Quality Functional Zone is not included in the assessment scope, the environmental quality of the major assessment factors does not approach or exceed the environmental quality standards, this project does not emit special pollutants that will do harm to human health or seriously affect ecological environment. According to “Technical Guidelines for Environmental Impact Assessment-Atmospheric Environment” (HJ2.2-2008), the Ambient Air of this project is rated as Grade Three. 1.4.3 Surface water environment The sewage generated by the project is treated in the site by the sewage treatment state and recycled completely without discharge. For impact on surface water environment, carry out the demonstration analysis on sewage without discharge and the impact of airport construction on the basin water quality as well as the impact on water for agricultural irrigation. 1.4.4 Ground Water Environment According to the classification and rating standard of construction projects classification and assessment grade in “Technical Guidelines for Environmental Impact Assessment Ground Water Environment” (HJ610-2011), and by taking the airport engineering characteristics into account, project Ground Water environment

impact is rated as Grade Three. Specific assessment basis is show in table 1-4-1.

Table 1-4-1 Table of the Classification Standards for the Work Grade Evaluation of Class I Project

Classification Standards Category/Classification Work Grade Anti-pollution Performance of Aeration Zone Medium Vulnerable to Pollution Characteristics of Aquifer Vulnerable Degree of Sensitivity of Ground Water Class I Not sensitive Grade Three Environment The Sewage Emission Intensity (m3/d) Low The Complexity Degree of the Sewage Quality Vulnerable

1.4.5 Terrestrial Ecological Environment The airport project newly acquired 148.8hm2 of land, the Airport Avenue acquired 27.8 hm2 of land, supporting pipelines and drainage works do not cover permanent area of land, the land acquisition aread of the project is less than 2km2 , and the project does not involve the ecologically sensitive areas like the Natural Reserve, the World Cultural and Natural Heritage Sites and etc.. The World’s natural heritage Sanqing Mountain is about 60km away from the airport in stright-line distance. According to the relevant assessment grade evaluation principles and methods of “Technical Guidelines for Environmental Impact Assessment-Ecological Impact” (HJ19-2011), the ecological assessment grade is identified as Grade Three. 1.4.6 Environmental Risk Assessment According to “Identificaiton of Major Hazard Sources of Hazard Chemicals” （GB18218-2009）, the major hazard unit of the airport is the Airport Depot, Ground Gas Station and Sewage Treatment Station. Comparing the critial mass of the various risk aspects of hazard substances with the actual storage capacity, the hazard units of the airport do not constitue a major hazard source, therefore, it is rated as Grade Two. 1.4.7 Determination of evaluation grade of off-site supporting projects Table 1-4-2 List of evaluation grade of off-site and supporting projects Evaluation grade Off-site project Ecological Sound environment Water environment Ambient air environment The area along the There are no special The project road does The evaluation Airport avenue project road sensitive points such not cross surface water scope does not project belongs to as hospitals and region, and the include Category I

insensitive area of sanatoriums within discharge quantity of ambient air quality ecological the scope at 200m sewage during function area and environment from both sides along construction period for the ambient quality without key the road, and main road construction is of the main environmental environmental small. Thus, the evaluation factor is protection objects sensitive point is evaluation for surface not close to or including natural town residence area, is determined as Grade beyond the standard reserves or cultural which is thus III. for ambient quality. relics preservation, evaluated as Grade II. The project does which is thus not emit the special evaluated as Grade pollutants that are III. greatly harmful to human body health or ecological environment; the evaluation of ambient air of the project is Grade III. After construction of The impact of the project, the project on the functional area atmosphere is belongs to Category mainly reflected in II Standard area The project is newly construction period. regulated by constructing sewage, Pollutants are GB3096-2008. Its water supply, air mainly the impact on acoustic supply net of construction dusts, environment is 4521.212m and the type of The impact during mainly reflected aviation fuel generated construction period during construction transportation, which atmosphere mainly includes period and the impact does not cause pollutant is simple Pipeline project vegetation damage, of noise during the negative impact on the and the affected occupancy; the construction period water environment area is limited. evaluation grade is will disappear with during the operation. According to Grade III. the ending of Judging from judgment construction period. HJ/T2.3-93, the requirement of Considering the evaluation grade of guidelines, the degree of the affected surface water is impact evaluation people determined as Grade of atmosphere comprehensively, the III. environment of the evaluation for sound project is environment is determined as determined as Grade Grade III. III. The impact during After construction of Rain discharge around The impact of the Natural water construction period project, the the airport can be project on the replacement mainly includes functional area perfected through atmosphere is project of off-site vegetation damage, belongs to Category implementation of the mainly reflected in drainage and occupancy; the II Standard area project, thus to make construction period. around airport evaluation grade is regulated by positive benefits of the Pollutants are

Grade III. GB3096-2008. Its surrounding discharge mainly the impact on acoustic and agricultural construction dusts, environment is irrigation. Judging the type of mainly reflected from HJ/T2.3-93, the generated during construction evaluation grade of atmosphere period and the impact surface water pollutant is simple of noise during the environment is and the affected construction period determined as Grade area is limited. will disappear with III. According to the ending of judgment construction period. requirement of Considering the guidelines, the degree of the affected impact evaluation people of atmosphere comprehensively, the environment of the evaluation for sound project is environment is determined as determined as Grade Grade III. III. The evaluation scope does not include Category I The area along the ambient air quality project road There are no special function area and belongs to sensitive points such The project road does the ambient quality insensitive area of as hospitals and not cross surface water of the main ecological sanatoriums within region, and the evaluation factor is environment the scope at 200m discharge quantity of not close to or Reconstruction without key from both sides along sewage during beyond the standard project of village environmental the road, and main construction period for for ambient quality. road around protection objects environmental road construction is The project does airport including natural sensitive point is small. Thus, the not emit the special reserves or cultural town residence area, evaluation for surface pollutants that are relics preservation, which is thus is determined as Grade greatly harmful to which is thus evaluated as Grade III. human body health evaluated as Grade III. or ecological III. environment; the evaluation of ambient air of the project is Grade III. The area long the After operation of The impact of the The project only line belongs to project, the generated project on the 110kV Maozao generates sewage in common area main noise includes atmosphere is Line relocation small quantity during without key audible noise mainly reflected in and modification construction period environmental generated by brush construction period. project of and the pollutant protection objects discharge of Pollutants are Sanqingshan composition is simple; including natural conductor, armor mainly the Airport thus, make simple reserves or cultural clamp and insulator, construction dusts, analysis. relics preservation, which has small the type of

which is thus impact on the generated evaluated as Grade ambient atmosphere III. environment; thus, pollutant is simple the evaluation grade and the affected is Grade III. area is limited. According to judgment requirement of guidelines, the impact evaluation of atmosphere environment of the project is determined as Grade III. The impact of the project on the atmosphere is mainly reflected in construction period. After operation of Pollutants are The area long the project, the generated mainly the line belongs to main noise includes construction dusts, common area audible noise The project only the type of 110kV Wangzao without key generated by brush generates sewage in generated Line relocation environmental discharge of small quantity during atmosphere and modification protection objects conductor, armor construction period pollutant is simple project of including natural clamp and insulator, and the pollutant and the affected Sanqingshan reserves or cultural which has small composition is simple; area is limited. Airport relics preservation, impact on the thus, make simple According to which is thus ambient analysis. judgment evaluated as Grade environment; thus, requirement of III. the evaluation grade guidelines, the is Grade III. impact evaluation of atmosphere environment of the project is determined as Grade III. The area long the After operation of The impact of the line belongs to project, the generated The project only project on the common area main noise includes generates sewage in atmosphere is 10kV line newly without key audible noise small quantity during mainly reflected in constructed environmental generated by brush construction period construction period. project from protection objects discharge of and the pollutant Pollutants are Maojialing to including natural conductor, armor composition is simple; mainly the Airport reserves or cultural clamp and insulator, thus, make simple construction dusts, relics preservation, which has small analysis. the type of which is thus impact on the generated

evaluated as Grade ambient atmosphere III. environment; thus, pollutant is simple the evaluation grade and the affected is Grade III. area is limited. According to judgment requirement of guidelines, the impact evaluation of atmosphere environment of the project is determined as Grade III. The impact of the project on the atmosphere is mainly reflected in construction period. After operation of Pollutants are The area long the project, the generated mainly the line belongs to main noise includes construction dusts, common area audible noise The project only the type of without key generated by brush generates sewage in generated 10kV line newly environmental discharge of small quantity during atmosphere constructed protection objects conductor, armor construction period pollutant is simple project from including natural clamp and insulator, and the pollutant and the affected Zaotou to Airport reserves or cultural which has small composition is simple; area is limited. relics preservation, impact on the thus, make simple According to which is thus ambient analysis. judgment evaluated as Grade environment; thus, requirement of III. the evaluation grade guidelines, the is Grade III. impact evaluation of atmosphere environment of the project is determined as Grade III.

1.5 Scope of Assessment

1.5.1 Noise he assessment scope of aircraft noise is 6km at both ends of the runway, and 1km at both sides of the runway. The assessment scope of traffic noise is 200m at both sides of the centralline of the proposed road. The assessment scope of noise for

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 projects Evaluation scope Off-site Ecological Sound Water Social Electromagnetic project Ambient air environment environment environment environment environment The project has no spoil ground. Carry out investigation on the Downstream ecological 200m scope river section 200m scope environment on both of pollution on both Town Airport avenue of the sides of discharge of sides of region project proposed centerline of Xinjiang centerline of affected soil-taken proposed sewage proposed along road field with its road treatment road evaluation plant scope as the soil-taken field and its surrounding 300m area. Downstream Within the Region of river section Project project 1-2km Town of pollution region region, the extended region Pipeline discharge of planning sensitive outside the affected project Xinjiang scope, about area is project along the sewage 2km2. properly region line treatment extened. boundary plant Tashuixi: Airport rain discharge outlet to Xinjiang River with Evaluation full length of scope of Town Natural water 200m Construction 9600m; sewage region replacement belt-shaped site and Zunqiaoshui: pipeline and affected project of region scope 100m on Airport rain rain pipeline along the off-site on both both sides discharge is 200m on sewage drainage and sides of along line outlet to both sides pipeline and around airport pipelines Xinjiang along the rain pipeline River with line. full length of 12200m. Xingfushui: Airport rain discharge

outlet to Fengxi River with full length of 13200m.

Near project Town Reconstruction 300m scope 200m scope and the river 200m scope region project of on both along the and irrigation along the affected village road sides of road road ditches it road along the around airport passes road Take the 30m belt-shaped region on both sides of transmission line corridor as evaluation 110kV scope of power 30m 30m Maozao Line 300m scope Town frequency Belt-shaped Surface water Belt-shaped relocation and on both region electromagnetic region on in 500m region on modification sides of affected field; take both sides of region along both sides of project of transmission along the 2000m transmission the line transmission Sanqingshan line corridor line belt-shaped line corridor line corridor Airport region on both sides of transmission line corridor as radio interference evaluation scope (wit Take the 30m belt-shaped region on both sides of 110kV 30m 30m transmission Wangzao Line 300m scope Town Belt-shaped Surface water Belt-shaped line corridor as relocation and on both region region on in 500m region on evaluation modification sides of affected both sides of region along both sides of scope of power project of transmission along the transmission the line transmission frequency Sanqingshan line corridor line line corridor line corridor electromagnetic Airport field; take 2000m belt-shaped region on both

sides of transmission line corridor as radio interference evaluation scope (wit 10kV line 30m 30m 30m scope Town newly Belt-shaped Surface water Belt-shaped on both region constructed region on in 500m region on sides of affected project from both sides of region along both sides of transmission along the Maojialing to transmission the line transmission line corridor line Airport line corridor line corridor 10kV line 30m 30m 30m scope Town newly Belt-shaped Surface water Belt-shaped on both region constructed region on in 500m region on sides of affected project from both sides of region along both sides of transmission along the Zaotou to transmission the line transmission line corridor line Airport line corridor line corridor

1.6 Assessment Standards

1.6.1 Environment Quality Standards (1) Surface Water Surface water of the airport area mainly comes from Xinjiang, Fengxi River (main tributary of Xinjiang) and tributaries of Xinjiang which are close to the airport surroundings. All surface water of Xinjiang Water area near the airport implement Class III water standard limit stipulated in Environment Quality Standards of Surface Water (GB3838-2002), see table 1-6-1 for specific standard limit.

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

pH Dissolved Permanganate Ammonia Item COD BOD5 Value oxygen Index Nitrogen Standard CLASS 6-9 ≥5 ≤6 ≤20 ≤4 ≤1.0 Value III Anionic Surface Item TP Volatile Phenol Petroleum Fecal Coliform(pc/L) Active Agent Standard CLASS ≤0.2 ≤0.005 ≤0.2 ≤0.05 ≤10000 Value III

(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)

Ammonia Total Item pH Value Permanganate Index Nitrate Nitrogen Hardness 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 Daily Average 0.15 0.12 4.00 0.15 0.30 Standard Value Average per Hour 0.50 0.24 10.00 -- -- (4) Noise Our use of airport noise standards for the use of noise level for the weighted equivalent continuous perceived noise level LWECPN, the standard and the United States (except outside California) using the airport noise level LDN about 14dB mathematical conversion relations, namely LWECPN≈LDN+14dB, conversion of specific derivation process see Annex X. the United States developed Airport noise criteria for

LDN≤65dB; therefore, the basic can be judged, our airport noise Evaluation standard than the United States of America’s Evaluation standard is stricter. Our noise specific Evaluation standard values are shown in table 1-6-5: This project not only performs evaluation standard for domestic airport aircraft noise and World BankEHS, and refers to the implementation of the noise level of guidance value. Specific guidance values are shown in table 1-6-6.

Table 1-6-6 Noise Guidance Value of World Bank (Unit: LAeq dB)

dB (A) Receptor 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 After 30min Contact ≥1.0, The End of Pipe 12 Total Residual Chlorine(mg/L) ≤ 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 The Blackness of SO2 Nitrogen Chimney Dust Flue Gas Oxides Height

Gas 2×300kw Class Two Area, 50 1 100 400 ≥8m Boiler Period II 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 Maximum Emission Concentration, Concentration Limit of Fugitive Pollutants Production Process mg/m3 Emission Monitoring Asphalt Asphalt Melting & There shall be no obvious fugitive 40-75 Smoke Mixing 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

Limit of Noise dB(A) Phase of Construction Main Noise Source 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, 70 55 electrical saw, etc.

Decoration Crane, elevator, etc. 65 55 (4) Electromagnetic Environment (i) “Technical Specifications for Environment Impact Assessment on 500kV EHV Power Transmission and Transformation Engineering of Electromagnetic Radiation” (HJ/T24-1998) (Power Frequency electric field intensity: 4000V/m, Power Frequency magnetic field intensity: 0.1mT);

(ii) “Radio Interference Limit of AV High Voltage Overhead Power Transmission Line” (GB15707-1995): radio interference level at 0.5MHz, 110kV at 46dB (μV/m);

1.6.3 Evaluation standard for off-site and supporting projects Table 1-6-11 List of evaluation standard for off-site projects Off-site Evaluation standard

project Environmental quality standard Pollutant emission standard GB3095-1996 Environmental GB16297-1996 Integrated Ambient air Quality Standard for waste gas Emission Standard of Air Ambient Air Grade II Pollutants Grade II Standard Standard GB3096-2008 Avenue GB12523-2011 Emission Environmental project of Sound Standard of Environment Noise Quality Standard for noise Shangrao environment for Boundary of Construction Sound Category IV Airport Site Standard GB3838-2002 GB8978-1996 Integrated Environmental Surface water Wastewater Discharge Quality Standard for sewage environment Standard primary discharging Surface Water standard Category III Standard GB3095-1996 Environmental GB16297-1996 Integrated Ambient air Quality Standard for waste gas Emission Standard of Air Ambient Air Grade II Pollutants Grade II Standard Standard GB3096-2008 GB12523-2011 Emission Environmental Pipeline Sound Standard of Environment Noise Quality Standard for noise project environment for Boundary of Construction Sound Category II Site Standard GB3838-2002 GB8978-1996 Integrated Environmental Surface water Wastewater Discharge Quality Standard for sewage environment Standard primary discharging Surface Water standard Category III Standard GB3095-1996 Environmental GB16297-1996 Integrated Ambient air Quality Standard for waste gas Emission Standard of Air Ambient Air Grade II Pollutants Grade II Standard Standard Natural water GB3096-2008 replacement GB12523-2011 Emission Environmental project of Sound Standard of Environment Noise Quality Standard for noise off-site environment for Boundary of Construction Sound Category II drainage and Site Standard around airport GB3838-2002 GB8978-1996 Integrated Environmental Surface water Wastewater Discharge Quality Standard for sewage environment Standard primary discharging Surface Water standard Category III Standard Reconstruction GB3095-1996 GB16297-1996 Integrated project of Ambient air Environmental waste gas Emission Standard of Air village road Quality Standard for Pollutants Grade II Standard

around airport Ambient Air Grade II Standard

GB3096-2008 Environmental Sound Quality Standard for GB12523-90 Noise limits for noise environment Sound Category 4a Construction Site Standard and Category II Standard GB3838-2002 GB8978-1996 Integrated Environmental Surface water Wastewater Discharge Quality Standard for sewage environment Standard primary discharging Surface Water standard Category III Standard GB3095-1996 GB18599-2001 Standards Environmental for Pollution Control on the Ambient air Quality Standard for solid wastes Storage and Disposal Site Ambient Air Grade II for General Industrial Solid Standard Wastes GB12523-2011 Emission Standard of Environment Noise GB3096-2008 for Boundary of Construction Environmental Sound Site; Quality Standard for noise environment GB12348-2008 Emission Sound Category II Standard for Industrial Standard Enterprises Noise at Boundary Category II Standard GB3838-2002 110kV Environmental GB5084-2005 Standards for Maozao Line Surface water Quality Standard for sewage Irrigation Water Quality dry relocation and environment Surface Water farming standard modification Category III Standard project of HJ/T24-1998 Technical Sanqingshan Regulations on Environmental Airport Impact Assessment of Electromagnetic Radiation Produced by 500 KV Ultrahigh Voltage Transmission and GB8702-88 Transfer Power Engineering Regulations for (power frequency electric field Electromagnetism Electromagnetism Electromagnetic intensity 4000V/m, power Radiation Protection 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)) GB3095-1996 GB18599-2001 Standards Environmental for Pollution Control on the Ambient air Quality Standard for solid wastes Storage and Disposal Site Ambient Air Grade II for General Industrial Solid Standard Wastes GB12523-2011 Emission Standard of Environment Noise GB3096-2008 for Boundary of Construction Environmental Sound Site; Quality Standard for noise environment GB12348-2008 Emission Sound Category II Standard for Industrial Standard Enterprises Noise at Boundary Category II Standard GB3838-2002 110kV Environmental GB5084-2005 Standards for Surface water Wangzao Line Quality Standard for sewage Irrigation Water Quality dry environment relocation and Surface Water farming standard modification Category III Standard project of HJ/T24-1998 Technical Sanqingshan Regulations on Environmental Airport Impact Assessment of Electromagnetic Radiation Produced by 500 KV Ultrahigh Voltage Transmission and Transfer Power Engineering GB8702-88 (power frequency electric field Regulations for Electromagnetism Electromagnetism intensity 4000V/m, power Electromagnetic frequency magnetic field Radiation Protection 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)) GB3095-1996 GB18599-2001 Standards Environmental for Pollution Control on the Ambient air Quality Standard for solid wastes Storage and Disposal Site Ambient Air Grade II for General Industrial Solid 10kV line Standard Wastes newly GB12523-2011 Emission constructed GB3096-2008 Standard of Environment project from Environmental Noise for Boundary of Maojialing to Sound Quality Standard for Construction Site; Airport noise environment Sound Category 4a GB12348-2008 Emission Standard and Standard for Industrial Category II Standard Enterprises Noise at Boundary Category II and Category IV

Standard GB3838-2002 Environmental Surface water Quality Standard for environment Surface Water Category III Standard GB3095-1996 GB18599-2001 Standards Environmental for Pollution Control on the Ambient air Quality Standard for solid wastes Storage and Disposal Site Ambient Air Grade II for General Industrial Solid Standard Wastes GB12523-2011 Emission 10kV line GB3096-2008 Standard of Environment Noise newly Environmental for Boundary of Construction constructed Sound Site; Quality Standard for noise project from environment GB12348-2008 Emission Sound Category II Zaotou to Standard for Industrial Standard Airport Enterprises Noise at Boundary Category II Standard GB3838-2002 Environmental Surface water Quality Standard for environment Surface Water Category III Standard 1.7 Environmental Protection Targets

1.7.1 Sensitive Sites around the Airport The proposed airport is located in Zunqiao Village, Shangrao County. By integrating the topographic map of the airport surroundings and field survey findings, see table 1-7-1-6 and Figure 1-5-1 for the sensitive sites like villages, schools, hospitals around the airport and etc. Table 1-7-1 Noise Sensitive Sites of Shangrao Airport (Villages) Distr Distance Number Nu ict Administr Coord from the of mbe Ele Towns Natural Coordinat No. and ative inate Airport Impacted r of vat hip Village e Y(km) Coun Village X(km) Boundary Househol Peo ion ty (km) ds ple Panshi Gongjia 126 1 7.58 -0.79 4.91 290 80 Village Village 0 Xinz Wangjia 2 Chaoy 6.78 0.62 4.11 130 500 78 hou Village ang Distr Xiatan Kejia 3 Town 6.76 0.98 4.13 42 190 78 ict Village Village Laowu 4 7.60 0.73 4.92 33 136 86 Shandi

Village Wang Jia 5 shanVillag 7.35 1.00 4.72 70 300 e 75 Xiazhou 6 7.17 0.95 4.52 59 190 77 Village Zhongtan 190 7 6.78 0.35 4.07 400 78 Village 0 Shangzho 8 7.32 0.19 4.61 26 146 77 Zhongtan u Village Village Huayuan 9 7.01 0 4.31 16 50 81 Village Liujia 10 7.10 -0.14 4.36 88 400 77 Village Tashui 11 Xiajia 1.80 0.76 0.21 108 590 97 Subdis Village trict Tashui Office Tashui 12 Xujia 2.00 0.30 0.18 62 290 95 of Village Village Maoji Tashui aling 13 Zhangjia 2.32 0.75 0.67 33 160 93 Village Beigong 14 4.02 0.24 1.32 90 392 95 Village Cangdun 15 4.42 0.27 1.72 116 465 86 Village Cangding 130 16 4.92 0 2.18 230 80 Village 0 Fujia Xujia 17 5.05 -0.85 2.45 30 130 80 Village Village Fujia 18 5.35 -0.51 2.68 192 878 81 Village Zhoujia 19 5.86 0 3.15 110 435 79 Shan Village Zhaot grao Xiejia 20 ou 5.86 -0.84 3.24 150 625 82 Coun Village Town ty Wanli 21 3.98 -0.58 1.36 136 628 81 Maowan Village Village Maowan 22 3.80 -0.78 1.30 78 466 87 Village Shanjiao 23 5.00 0.82 2.42 30 156 83 Village Wang 24 Xiangshan Sidun 5.24 0.30 2.55 98 487 78 Village Village Xinwu 25 Qiaotou 5.29 0.81 2.67 32 184 76 Village

Caijia 26 5.52 0.87 2.89 29 152 78 Village Cheng 27 Jiabao 5.92 0.73 3.28 151 589 80 Village Wangjia 28 6.00 0.96 3.40 42 206 78 Village Luo 29 Siwan 1.73 -0.93 0.81 78 355 97 Village Xiaojia 30 2.51 -0.09 0.81 172 656 88 Village Zhoushi Shigu 31 3.05 -0.83 0.83 90 420 92 Village Village Qianshan 32 3.17 -0.63 0.71 95 430 91 Village Zhoujia 106 33 Mountain 2.03 -0.9 0.92 260 92 0 Village Zhongjia 34 -4.21 0.62 3.99 45 206 75 Village Yangshi 35 -3.50 0.21 3.21 135 708 77 Village Fu Jiashi 36 -3.08 0.28 2.83 45 208 75 Village Yangshi Zhang 37 Village Jiafan -3.32 -0.06 3.02 80 315 75 Village Xia 38 -2.83 -0.61 2.60 71 282 79 Village Zhu 39 Cunwan -3.43 -0.24 3.10 51 245 80 Zunqi Village ao Yuan 113 40 Villag Tangwu -2.32 -0.74 2.10 260 84 Yuantang 3 e Village Village Shangwan 41 -1.76 -0.60 1.53 108 490 87 Village Qianshan 42 -5.17 -0.92 4.92 55 283 91 Zhoudun Village Village Zhoudun 43 -4.71 -0.83 4.47 170 755 85 Village Shanbei 44 -2.63 0 2.33 82 352 85 Village Zhouwu 108 45 Zhouwu -2.45 -0.21 2.15 205 82 Village 0 Village Xia 10 46 Wutang -0.95 0.11 0.65 110 521 0 Village

Huangwu 47 Luojia -0.87 0.43 0.67 150 798 94 Village Shang 48 Huangwu -0.35 0.29 0.22 71 356 95 Village Wa Yaodi 10 49 0.68 -0.92 0.75 21 88 Zunqiao Village 2 Village Fang 10 50 1.23 -0.84 0.72 160 796 Village 0 Maowan 51 -5.78 -0.46 5.50 57 280 88 Neighborh Village ood Majia 52 Chatin -5.20 0.68 4.96 81 510 74 Committe Village g e of Linjia 53 Town -4.96 0.64 4.72 22 106 74 Chating Village Town Shantou 54 -4.45 0.32 4.15 46 210 70 Village 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) Numb Dis er of Numb tric Distance Teach er of t Tow Admini Coord Coord from the ers/Do Studen Ele Natural No. and nshi strative Name inate inate Airport ctors/ ts/Bed vat Village Co p Village X(km) Y(km) Boundary( Nursin s/the ion unt km) g Elderl y worke y rs Gongjia Panshi Gongjia 1 Kindergart 7.58 -0.79 4.91 2 12 80 Village Village en Xi Wangjias Cha Hualong 2 nzh han 7.35 1.00 4.72 50 1020 75 oya School ou Xiatan Village ng Dis Village Laowu Tow Ai’min 3 tric Shandi 7.60 0.73 4.92 40 30 86 n Hospital t Village Zhongt Zhongtan Zhongta 4 an Primary 6.78 0.35 4.07 16 200 78 n Village Village School Sh Cangbei Cangdun 5 ang Zha Primary 4.42 0.27 1.72 5 80 86 Village rao otou Fujia School Co Tow Village Longfeng Xiejia 6 unt n Kindergart 5.86 -0.84 3.24 6 150 82 Village y en

Cheng Xiangsha 7 Jiabao n Primary 5.92 0.73 3.28 22 440 80 Village School Xiangs Cheng The Masters 8 han Jiabao Education 5.92 0.73 3.28 42 430 80 Village Village School Ai’xin Wangjia 9 Kindergart 6.00 0.96 3.40 4 82 78 Village en Yangshi 10 Primary -3.50 0.21 3.21 12 171 77 School Yangshi Yangshi Yangshi Village Village Village 11 -3.98 0.3 3.68 2 10 77 Nursing Home Yuantan Yuan Yuantang Zun 12 g Tangwu Primary -2.32 -0.74 2.10 16 350 84 qiao Village Village School Vill Zhoudu Zhoudun age Zhoudun 13 n Primary -4.71 -0.83 4.47 10 178 85 Village Village School Huangwu Luojia 14 Luojia Teaching -0.87 0.43 0.67 1 22 94 Zhouw Village School u Zhouwu Village Zhouwu 15 Primary -2.45 -0.21 2.15 16 110 82 Village School Take the southwest end of the airport as the origin of coordinate, the direction of the airport runway extension as the X-axis and the vertical direction of the runway as the Y-axis.

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

Distr Distance Number ict Tow Coordina from the of Number Administrat Natural Coordinate No. and nshi te Y Airport Impacted of ive Village Village X (km) Coun p (km) Boundary Househol People ty (km) ds Sub Lizhu 1 -2.02 2.21 2.21 120 426 distr Village Zhoutian ict Xinwu 2 Village -1.59 2.26 2.19 51 209 Offi Village Committee Xinz ce Shidi 3 -0.56 2.10 2.00 123 460 hou of Village Distr Mao Xiejia 4 1.24 2.43 1.98 120 570 ict jiali Village Tashui ng Ningjia 5 Village 1.04 2.34 1.82 24 110 Village Committee Hewu 6 0.71 1.71 1.12 13 70 Village

Dongcang 7 1.33 1.54 1.29 48 220 Village Chayuan 8 1.95 1.58 1.79 26 140 Village Huangjia 9 Shantou 1.09 1.38 0.99 31 130 Village Xiajia 10 0.60 0.77 0.21 108 590 Village Zhangjia 11 1.12 0.74 0.69 33 160 Village Xujia 12 0.91 0.39 0.25 62 290 Village Tashui 13 0.81 0.33 0.21 270 1025 Village Zun Wa Yaodi 14 -0.51 -0.91 0.76 21 88 qiao Village Villa Da 15 ge Shanpai -1.42 -1.17 0.92 20 85 Village Gao 16 Shanqiao -2.31 -1.30 1.31 30 125 Village Zunqiao Wu 17 -1.88 -1.45 1.26 130 453 Village Jiatang Peng 18 -1.49 -1.76 1.51 150 552 Jiashan Jielu 19 -1.27 -1.93 1.68 120 453 Village Fang 160 20 0 -0.84 0.72 796 Shan Village grao Kengdi 21 -1.72 -2.02 1.79 282 1206 Coun Village ty Huangwu 22 Luojia -2.11 0.41 0.69 150 798 Village Shang Zhouwu 23 Huangwu -1.55 0.29 0.22 71 356 Village Village Xia 24 Wutang -2.15 0.09 0.64 110 521 Village Qiaotou 25 -1.39 -2.06 1.82 60 208 Village Eng’shan 26 Eng’shan -1.14 --2.07 1.82 134 507 Village Village Xia 27 Huashan -0.89 -2.05 1.81 48 210 Village

Zha Luo Siwan 28 0.52 -0.93 0.82 78 355 otou Village Tow Zhoujiasha 29 0.84 -1.05 0.94 260 1050 n n Village Zhoushi Xiaojia 30 1.32 -0.91 0.82 172 656 Village Village Shigu 31 1.84 -0.84 0.82 90 420 Village Qianshan 32 1.98 -0.62 0.71 95 430 Village Wandi 33 2.23 -1.13 1.27 129 588 Village Maowan Hou 34 2.45 -1.23 1.48 120 1527 Village Mentang Maowan 35 2.28 -1.26 1.40 96 496 Village Jijia 36 2.35 -1.40 1.56 82 369 Village Guantang 37 2.15 -1.43 1.49 111 462 Village Maopeng Maopeng 38 2.13 -1.63 1.66 79 326 Village Village Wang 39 0.66 -2.34 2.22 61 256 Botang Gao 40 2.34 -1.92 2.02 78 318 Beiqiu Dongshan 41 Fenchang You Maba 1.88 -1.89 1.84 120 500 Village Take the southwest end of the airport as the origin of coordinate, the direction of the airport runway extension as the X-axis and the vertical direction of the runway as the Y-axis.

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

Number Numbe Distance Distri of r of Admini Coord Coord from the No ct and Towns Natural Teachers/ Studen strative Name inateX inateY Airport . Coun hip Village Doctors/N ts/Beds Village (km) (km) Boundar ty ursing /the y(km) workers Elderly Subdi Xinzh strict Huangjia Tashui ou Office Tashui 1 Shantou Primary 1.09 1.38 0.99 9 110 Distri of Village Village School ct Maoji aling Shan Zhaot Maopen Wang Dongchai 2 0.66 -2.34 2.22 9 181 grao ou g Botang Primary

Coun Town Village School ty Maowan Maowan 3 Primary 2.28 -1.26 1.40 26 470 Maowa Village School n Maowan Village Hou 4 Health 2.45 -1.23 1.48 12 20 Mentang Center Eng’shan Qiaotou 5 Primary -1.39 -2.06 1.82 9 140 Eng’sha Village School n Zunqiao Village Eng’shan 6 Health -1.14 --2.07 1.82 28 19 Village Center Zunqi Huangwu Luojia Zhouwu 7 ao Luojia Teaching -2.11 0.41 0.69 1 22 Village Villag Village School e Zunqiao Wu 8 Middle -1.88 -1.45 1.26 42 506 Jiatang School Zunqiao Zunqiao Village Kengdi Central 9 -1.72 -2.02 1.79 39 620 Village Primary School Take the southwest end of the airport as the origin of coordinate, the direction of the airport runway extension as the X-axis and the vertical direction of the runway as the Y-axis.

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

Distance District Number of Number Administrative from the No. and Township Natural Village Orientation Impacted of Village Oil Depot County Households People Area (m) 1 Subdistrict Zhoutian Village Zhuge Hills Village North-nort 102 388 2486 Office of hwest 2 Maojialing North-nort Lizhu Village 2599 120 426 hwest 3 North-nort Xinwu Village 2322 51 209 hwest 4 North-nort Shidi Village 1636 123 460 hwest 5 Xinzhou Xia Zho tian North-nort 2189 80 338 District Village heast 6 North-nort Liu Jiafan Village 2443 41 170 heast 7 Maojialing Gao Jiashan North-nort 2802 22 95 Village Village heast 8 North-nort Tashui Village Xiejia Village 2278 120 570 heast Committee 9 Ningjia Village North-nort 2108 24 110

heast 10 North-nort Hewu Village 1419 13 70 heast 11 Huangjia Shantou East-northe 1429 31 130 Village ast 12 East-northe Dongcang Village 1735 48 220 ast 13 East-northe Chayuan Village 2286 26 140 ast 14 East-northe Xiajia Village 719 108 590 ast 15 East-northe Zhangjia Village 1224 33 160 ast 16 East-southe Tashui Village 905 270 1025 ast 17 East-southe Xujia Village 978 62 290 ast 18 Zhaotou East-southe Fujia Village Beigong Village 2878 90 392 Town ast 19 Shang Huangwu West-south 1498 71 356 Village west 20 Zhouwu Huangwu Luojia West-south 2029 150 798 Village Village west 21 Xia Wutang West-south 2085 110 521 Village west 22 Gao Shanqiao West-south 2874 30 125 Village west 23 South-sout Wu Jiatang 2655 130 453 hwest 24 Da Shanpai South-sout 2166 20 85 Village hwest Shangrao Zunqiao 25 South-sout County Zunqiao Wa Yaodi Village 1521 21 88 Village hwest Village 26 South-sout Kengdi Village 3000 282 1206 hwest 27 South-sout Peng Jiashan 2700 150 552 hwest 28 South-sout Jielu Village 2761 120 453 hwest 29 South-sout Qiaotou Village 2918 60 208 hwest 30 Eng’shan South-sout Eng’shan Village 2819 134 507 Village hwest 31 Xia Huashan South-sout 2710 48 210 Village hwest 32 Zunqiao Fang Village South 1393 160 796 Village

33 Luo Siwan South-sout 1589 78 355 Village heast 34 Zhoujiashan South-sout 1849 260 1050 Village heast Zhoushi 35 South-sout Xiaojia Village 1985 172 656 Village heast 36 East-southe Shigu Village 2342 90 420 ast 37 East-southe Qianshan Village 2343 95 430 ast 38 East-southe Wanli Village 3048 136 628 Zhaotou ast 39 Town East-southe Maowan Village 3010 78 466 Maowan Village ast 40 Wandi Village Southeast 2854 129 588 41 Hou Mentang Southeast 3068 120 1527 42 Maowan Village Southeast 2951 96 496 43 Jijia Village Southeast 3098 82 369 44 Guantang Village Southeast 2977 111 462 45 Maopeng Village Maopeng Village Southeast 3073 79 326 46 South-sout Wang Botang 2972 61 256 heast 47 Dongshan South-sout You Maba 3093 120 500 Fenchang Village heast Table 1-7-6 Environmental Protection Targets(Schools, Hospitals and Nursing Homes)

Number Distr Distance Number of of N ict Administr Town Natural Orientati from the Teachers/D Students o and ative Name ship Village on Oil Depot octors/Nursi /Beds/th . Coun Village Area (m) ng workers e ty Elderly Huangjia Tashui Tashui East-northe 1 Shantou Primary 1429 9 110 Subdi Village ast Village School Xinz strict Zhoutian hou Office Village North-north 2 Primary 2826 13 130 Distr of Committee east Zhoutian School ict Maoji Village Xia Maojialing aling North-north 3 Zhoutian Nursing 2189 20 81 east Village Home Dongchai Maopeng Wang South-south 4 Shan Primary 2972 9 181 Zhaot Village Botang east grao School ou Coun Maowan Town Maowan Maowan 5 ty Primary Southeast 2951 26 470 Village Village School

Hou Maowan 6 Southeast 3068 12 20 Mentang Health Center Huangwu Luojia Zhouwu West-south 7 Luojia Teaching 2029 1 22 Village west Village School Zunqiao Zunqiao Kengdi Central South-south 8 3000 39 620 Village Village Primary west Zunqi School ao Eng’shan Zunqiao South-south 9 Villag 2819 28 19 Village Health Center west e Xia Zunqiao 1 South-south Eng’shan Huashan Nursing 2710 2 12 0 west Village Village Home Eng’shan 1 Qiaotou South-south Primary 2918 9 140 1 Village west School 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 Environmental Number of Households and Project Name Orientation and Distance Protection Targets People Impacted On the east side of the line, 12 Households, about 43 Liaojia Village 40m people 110kV Maozhao Line On the east side of the line, Moving Project of Xiao Nantang 6 Households, about 22 people 25m Sanqing Mountain Gao Jiashan On the south side of the Airport 6 Households, about 21 people Village line,13m Hou Mentang On the west side of the 18 Households, about 67

line,80m people On the west side of the 11 Households, about 42 Maopeng Village line,70m people On the east side of the line, Gao Beiqiu 8 Households, about 35 people 45m On the south side of the Zhoujia Village 7 Households, about 26 people line,22m (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 Environmental Number of Households and Project Name Orientation and Distance Protection Targets People Impacted On the east side of the line, Maojialing 7 Households, about 29 people 12m On the west side of the Xiao Nantang 5 Households, about 18 people line,20m On the west side of the 18 Households, about 67 Hou Mentang 110kV Wangzhao Line line,100m people Moving Project of On the west side of the 11 Households, about 42 Maopeng Village Sanqing Mountain line,95m people Airport On the east side of the line, Gao Beiqiu 8 Households, about 35 people 35m On the south side of the Shanggao Village 4Households, about 17 people line,19m On the south side of the Qi Ganding 8Households, about 33 people line,20m (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 Environmental Number of Households and Project Name Orientation and Distance Protection Targets People Impacted On the south side of the 12Households, about 43 Caijia Tianpeng Village New Construction line,20m people On the west side of the of Changing Maojialing Xiao Nantang 6Households, about 22 people line,25m to Airport 10kV Line On the west side of the Zhoutian Village 6Households, about 21 people line,22m (4) New Construction of Changing Zhaotou to Airport 10kV Line

Major surrounding environmental protection targets of the project are shown in

Table 1-7-10. Table 1-7-10 Distribution of Environment Sensitive Targets Project Name Environmental Protection Orientation and Distance Number of Households

Targets and People Impacted On the south side of the 8Households, about 33 Qi Ganding line,28m people On the south side of the 4Households, about 17 Shanggao Village New Construction line,25m people On the southwest side of 4Households, about 15 of Changing Zhaotou to Xiaojia Village the line,15m people Airport 10kV Line On the northeast side of the 7Households, about 25 Shigu Village line,15m people Tashui VillageXujia On the north side of the 6Households, about 22 Village 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.

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 World Bank loan 45m in width, Construct 1 taxiway, 208.5m in length and 23m in projects width, including a vertical contact way. 2.Apron：an apron with 5 seats (5C), and the size of the apron is 290m×130m. 3.Terminal building and Parking area ： Construct a Terminal building of 6000m2 and a parking lot of 6000 m2. 4. Storage and Transportation：Construct a 400 m2 cargo storage house, a 500 m2 loading and unloading stacking yard and a 100 m2 parking lot. 5.Oil Supply：The oil depot of the airport is equipped with 2 ground lying steel aviation fuel storage tanks of 100 m3, 1 bottom tank of 5 m3. Build an automobile service station of 150 m2, equipped with 4 buried Horizontal tanks of 25 m3 and 4 tanker aircrafts. 6.Drainage ： Construct 8 substitute discharge outlets for storm-water, 1box culvert and airport storm-water pipe network. 7.Sewage treatment：Construct 1 sewage treatment station with a processing capacity of 10m3/h, and airport sewage water pipe

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 1. Construct an access road with 4.65km in length. Non-WB-loan related projects 2. 7.6km long water supply pipeline (DN500). projects （airport access 3. Build 5km long gas supply pipeline along access road. road and 4. Build 10km long sewage pipeline along access road. auxiliary 5. 7.5km long 10KV line from Maojialing transformer station to pipeline Airport. projects） 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.

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

Aircraft Type Percentage (%) Year B C 2015 (Acceptance Year) 15 85 2020 (Target Year) 15 85 (2) Air Traffic

See Table 2-3-3 for Air traffic forecast results of Shangrao airport.

Table 2-3-3 Summary Sheet of Air Traffic Forecast

No. Item Year 2020 1 Annual Passengers Volume (10,000 pax) 50 2 Annual Cargo Volume (tons) 3000 3 Annual Aircraft Movements (flights) 4800 4 Peak Hour Aircraft Movements (flights) 4 5 Peak Hour Passengers Volume (pax) 374 6 Terminal Area (m2) 6000 7 Seats (pc) 5(5C) 8 Cargo Storage Area (m2) 300 9 Parking Area(m2) 5000 2.3.2 Forecast of airport road traffic volume

According to the project design document data and field investigation, the engineering of the model coefficients are small cars accounting for 43.1%, medium-sized car 38.9%, large truck 18%, hour traffic circadian ratio is about 2:1, various kinds of traffic are shown in Table 2-1-5.

Table 2-1-5 Table for traffic volume forecast

Name 2012 2022 2032 Airport avenue (day) 2978 10123 11605 Airport avenue (hour) 243 826 947 2.4 Amount of land requisition and relocation

Airport projects involving a total of 14 households by removal of demolition, the airport project office is responsible for the implementation of resettlement work, placement in airport planning and placement points, covering range involving a total of 137 graves of migration, monetary compensation, involving grave migration of farmers in the 800 yuan/grave compensation, farmers own grave migration. （1）structure demolition

Total demolished area: 5760.99 square meters.

16 households are affected by house demolition, with 76 affected people. All the demolished structures belong to private households, including 14 residential houses and 2 structures for non-residential purpose. None of the demolished structures are used for business purposes.

（2）Land acquisition

The to-be-acquired land for this project is 2241.9mu in total, including 383.75mu cultivated land and 1858.15mu non-cultivated land. All the to-be-acquired lands are collective-owned lands.

The land acquisition and house demolition in the airport project involved 498 households and

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.

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

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

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 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) Topography Hills, valleys and plains are the major landscape types of Shangrao City, and make it a hilly area. A branch of Huai Yushan, The hills area in the north and east has Jiangjun Mountain, Fanjing Mountain, Niutou Mountain, Huangjian Mountain, Qingjin Mountain and Muzhou Montain, etc, of which the general altitude is 150-200m, and Huangjian Mountain has the highest altitude of 594.3m; Qingjin Montain is secondary to Huangjian Mountain with an altitude of 416.6m. The

southwest and northwest areas are low hills and downlands with an altitude of 50-100m. Besides the two banks of Xinjiang River, Yushan River, Fengxi River, and Raobei River are Shaxi, Lingxi and Maojialing valleys and plains. The landform unit of the proposed airport area is erosional low hills, low-lying and subdued. The maximum elevation is 114.609m, the minimum elevation is 85.134m, and the maximum altitude difference is 29.475m; the valley incision is shallow with a gradual slope, the slope angle generally is 5-10°, and the maximum gradient is approximately 27°; the airport field is favorable for bedrock exposure, the land types mainly include bare lands, followed by forestlands, dry land, paddy field, villages and ponds. 3.1.3 Hydrology (1) Surface Water The river valley of Shangrao City generally belongs to Yangtze River Basin, Poyang Lake area. According to the principle of watershed division stipulated in “Water Resources Utilization in Jiangxi Province” (prepared by Jiangxi Water Planning and Design Institute, printed by Nanchang Ganshui Pringint Plant in October 1986), Shangrao City belongs to Xinjiang River valley. It is a small administrative area, so the water resources mainly characterize in foreign water, its own water yield is small, and the average annual runoff is only 356.5 million m2.There are 6 rivers flowing through the city, mainly Xinjiang River and its main tributaries-Yushan River and Fengxi River. The proposed airport site is about 4km away from Fengxi River in the east in straight line, about 5km away from Fengxi River in the north in in straight line, and about 7km away from Xinjiang River in the west in in straight line. The water system is not well developed here with only a few ponds (25 in total) for local agricultural irrigation and life use. (2) Ground Water Groundwater of Shangrao City mainly shows zonal distribution in the gravel pores on both banks of Xinjiang River, Yushan River, Fengxi and Raobei River. It belongs to pore-space water in loosening rocks in abundance. The depth of

groundwater is between 0.5 to 5.0m. The water level and water yield changes along with the seasonal changes, the hydraulic gradient during the rainy season and dry season is 2.49m. The water yield of single-hole drilling (borehole diameter 1.5m) is 400-1600m3/d. The water quality is good, mainly calcium carbonate type of water, degree of mineralization is generally lower than 0.5g/L; pH value is moderate, 6-7. The groundwater recharge mainly depends on rainfalls and direct permeation of surface water through the overlying acid soil. In general, groundwater recharges the river; In the event of flood or the extraction of groundwater, river water recharges groundwater. Per the estimation of groundwater resources based on Shangrao City 1:200,000 Regional Hydrogeologic Survey Report issued by Northeastern Jiangxi Geological Surveying Team, Bureau of Geology and Mineral Resources, the average total reserves are approximately 57 million m3. The surface water resources within the boundaries are abundant, so generally groundwater resources are left unused, except that individual regions may need to use groundwater in special drought years; Groundwater of the proposed airport site mainly occurs in the pebbly clay pores of low-lying land and the fissures of strong weathered bedrocks. It is perched water and bedrock fissure water, the above-mentioned rock beds is weak in the water yield property and permeability, and thus classified as poor aquifer. According to the drilling, exploration and survey, most boreholes do not contain groundwater. Groundwater only occur in the pores of low-lying areas, the average depth of 24h observed fixed level is around 0.2m, and the source of recharge comes from rainfalls and irrigation water. The water level rises and declines along with the seasonal climate changes, the annual change range is generally between 0.20 and 0.50m. The runoff route is relatively short and has the feature of recharge on the spot. The hydrogeological conditions of the airport site are simple. The airport site belongs to subtropical climate zone, all rock and soil layers are classified as poor aquifer and the environmental type of the site is Class III. 3.1.4 Climate and Weather Shangrao City is in the subtropical humid monsoon climate zone, blessed with plentiful rainfall, a mild climate, adequate sunlight, four distinct seasons, and a long

frost-free period, suitable for subtropical crops growth. The annual average temperature is between 16.7°C and 18.3°C, the annual average precipitation is 1901mm, the annual average sunshine duration is 1781 to 2098 hours, and the annual frost-free period lasts for 25l to 274 days. Because of the warm climate, adequate sunlight, plentiful rainfall and long frost-free period, the crops are growing exuberantly. Northeasterlies and north to northeasterlies are prevailing each year, but affected by the monsoon, there are seasonal differences: north to northeasterlies are prevailing in spring and winter, while south to southwesterlies are prevailing in summer and autumn, the accumulative average wind speed is 1.4m/s. The temporary weather station of Hou Mengtang Site of the proposed airport is located in Zunqiao Village, central of Shangrao County. The coordinate of the observation site is (E117°58′, N28°22′), and the altitude is 112m. Established in March 2010, the observation period of the weather station started from March 2010 to August 2011, and the meteorological date supply period started from April 2011 to August 2011. It can be seen from the wind data that east to northeasterlies and northeasterlies are the prevailing wind directions, accounting for 10.5% and 8.5% of the annual wind directions respectively. The wind speed is low. According to the temperature, humidity and rainfall data of the temporary weather station, the average annual temperature is 17.7°C, the mean monthly maximum temperature is 35.7°C, the mean monthly minimum temperature is 1.0°C, the annual extreme maximum temperature is 39.6°C, and the annual extreme minimum temperature is-4.7°C. The maximum daily rainfall is approximately 183.5mm, rainfall is plentiful. Hou Mentang temporary weather station is now an unmanned automatic station, so it can only collect basic information like wind direction, wind speed, temperature, humidity and rainfall, etc. The manual observation items like visibility, cloud height, thunder and lightning, ice rain, hail stone, mist, lightning are not available with the existing facilities. Shangrao city’s annual climate data are shown below:

Table 3-1-1 Table for statistics of monthly average wind speed for years in succession Unit:

m/s

Month 1 2 3 4 5 6 7 8 9 10 11 12 Average annual

Average wind speed 1.3 1.3 1.3 1.3 1.2 1.1 1.2 1.2 1.1 1.0 1.1 1.1 1.2

Shangrao City has an average temperature of 18.1°C, year highest temperature appeared in July, the average temperature is 28.9°C, the lowest temperatures occur in January with average temperature of 6.1°C. See Table 3-1-2 for statistical results of average temperature for each month.

Table 3-1-2 Table for statistics of monthly average temperature for years in succession

Unit: °C

Month 1 2 3 4 5 6 7 8 9 10 11 12 Average annual Average temperature 6.1 8.6 12.0 17.7 22.4 25.2 28.9 28.3 25.2 19.9 13.9 8.5 18.1 See Table 3-1-3 and Figure 3-1-1 for statistics of each wind direction frequency of Shangrao City for many years.

Table 3-1-3 Table for statistics of each wind direction frequncy for years in succession

Unit: %

Wind WN N NNE NE ENE E ESE SE SSE S SSW SW WSW W NW NNW C direction W 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.

N 15 NNW NNE

NW NE 10

WNW 5 ENE

W 0 E

WSW ESE

SW SE

SSW SSE S

Figure 3-1-1 Wind Rose Diagram of Shangrao City 3.1.5 Natural Resources (1) Mineral resources Shangrao City is rich in natural resources with over 70 discovered mineral recourses. It is a key mineral resource reserve of Jiangxi Province. Dexing Copper Mine, whose reserves are No.1 in China, is the largest copper mine in Asia, with its gold and silver reserves accounting for over 86.6% and 65% of the total reserves of Jiangxi Province. Guangfeng phosphorite of Shangrao is one of the eight largest phosphorites in the regions south of the Yangtze River. There are a great variety of beautiful stones like granites, marble stones, and ink stones, etc, and the reserves of these stones are up to 44 billion m3. The reserves of non-metallic mineral resources like coal, limestone, china clay, and bentonite, etc. are very rich, and play an important role in Jiangxi Province. Shangrao City has 4.59 million mu arable lands, 1.47 million mu grasslands, 3.48 million mu water land and 17 million mu forestlands. There are over 320 rivers, larger or small, the theoretical reserves of water power is 1.17 million kW, of which 610,000 kW can be developed and utilized. The forest coverage of the city is 51%. The main tree species include pine wood, China fir, Camphor wood, and Castanopsis wood, etc. Tea-oil tree, tung oil tree, chestnut tree and bamboo, found everywhere in the city, are major economic forest species. The latest survey results issued by National Land and Resources Department of Jiangxi Province in 2009 show that 10 tons of high-quality black talc were recently discovered in Guangfeng County, Shangrao City of Jiangxi Province. Such reserves ranked No.1 in the world. (2) Animal and Plant Resources According to the survey on the secondary forest resources in 1999, the city’s total standing stock volume is 190, 275 m3, among which, the volume of Pinus massonianas accounted for 56.4% of the total standing stock volume, 68.4% of the total area; the volume of China firs accounted for 26.9% of the total standing stock volume, 20.69% of the total area; the volume of slash pines accounted for 16.3% of the total standing stock volume, 10.6% of the total area; and the volume of

broad-leaved trees accounted for 0.39% of the total standing stock volume, 0.33% of the total area. There are totally 65 families 147 species of woody plants in the city, including 41 families 103 species of trees, 24 families 44 species of shrubs, 76 families 150 species of herbaceous plants, among which there are 27 families 41 species of wetland herbaceous plants and 49 families 109 species of mountain and forest herbaceous plants. Currently, Shangrao City has 10 families 15 species of mammal animals, including 2 families 2 species of state-level protected animals, 4 families 7 species of provincially protected animals, 6 families 6 species of not specially protected animals; 17 species of reptile animals, including 11 species of provincially protected animals. In addition, there are 12 species of dielectric animals, 7 species of amphibians, 14 species of insets, 14 families 19 species of birds, among which 1 family 2 species are national Grade 2 protected, 13 families 17 species are provincially protected, and 1 family 2 species are not specially protected ; and 10 families 64 types of natural fish. 3.1.6 Physical Cultural Resources during the preparation of the EA, the EA team has conducted site survey for the airport and the proposed access road and found that there is no physical cultural resources protected at national, provincial, municipal or county level, except that there are family tombs. Consultation with local cultural buears also confirms that there is no cultural relics within the project site.

3.2 Social Environmental Characteristics

(1) Administrative Districts There are 10 Counties, 1 City and 4 Districts under the jurisdiction of Shangrao City, namely Shangrao County, Guangfeng County, Yushan County, Qianshan County, Hengfeng County, Geyang County, Wuyuan County, Poyang County, Yugan County, Wannian County, Dexing City, Xinzhou District,Sanjiang New District, Chengxi Economic and Development Zone, and Xinzheng New District.

Table3-1-1 Administrative District of Shangrao City

Government Area under District Area (km2) Population Resident Jurisdiction

Sanjiang New 6 Streets 2 Towns 1 Xinzhou District 308km2 530000 District Township 1Streets 5Towns 6 Dexing City 2082 km2 320000 Yincheng Street Townships 2 Streets 11 Towns Shangrao County 2240 km2 700000 Xuri Street 10 Townships 3 Streets 16 Towns Guangfeng County 1378 km2 770000 Yongfeng Street 4 Townships 11 Towns 6 Yushan County 1723 km2 550000 Bingxi Town Townships 7 Towns 10 Qianshan County 2178 km2 420000 Hekou Town Townships 2 Ethnic Townships 2 Towns 6 Hengfeng County 655 km2 200000 Cenyang Town Townships 9 Towns 5 Geyang County 1592 km2 360000 Gejiang Town Townships 6 Towns 14 Yugan County 2326 km2 1090000 Yuting Town Townships 14 Towns 15 Poyang County 4215 km2 1390000 Poyang Town Townships 6 Towns 6 Wannian County 1140 km2 360000 Chenying Town Townships 10 Towns 6 Wuyuan County 2947 km2 340000 Ziyang Town Townships (2) Traffic Overview Highway: The total mileage of the City’s highway is 15877.261km, of which, the State Roads account for 314.205km (2 State Roads), Provincial Highways account for 982.866km (17 provincial highways), County Roads account for 3247.322km (177 County Roads), Township roads account for 3407.888km (392 township roads), Village roads account for 7898.89km (14245 Village roads) and Accommodation highways account for 26.09km (6 Accommodation highways). Waterway: The City has 9 existing ports (Poyang Port, Yugan Port, Wannian Port, Geyang Port, Qianshan Port, Shangrao Port, Xinzhou Port, Yushan Port and Hengfeng Port) currently. The cargo throughput via waterway is 3.542 million tons, passenger throughput is 82, 9000 people. The City has 168 wharves, including 20 passenger terminals and 148 freight terminals. The City has 330 ships, including 48 passenger ships with 1166 seats and 282 cargo ships with 16029 tonnages.

Railway: Zhejiang-Jiangxi Railway, Hengfeng-Fuzhou Railway and Anhui-Jiangxi Railway pass through Shangrao City. Jingfu High-speed Rail (Beijing-Fuzhou), Hukun High-speed Rail (Shanghai-Kuming), Hefu High-speed Rail (Hefei-Fuzhou), Hangchang High-speed Rail (Hangzhou-Nanchang-Changsha) currently under construction will cross and form a hub of high-speed rails in Shangrao City. It is planned that Jiujingqu Railway (Jiujiang-Jingdezhen-Quzhou), Jingtai High-speed rail (Beijing-Taipei), the second Anhui-Jiangxi railway pass through Shangrao in the future. Shangrao High-speed rail is under construction now in Shangrao City. (2) Economic Status Total output value of the City in 2009 reached 72.85 billion yuan, an increase of 13.6%; total revenue in fiscal reached 8.35 billion yuan, an increase of 22.8%, of which general budget revenue accounted for 4.81 million yuan, an increase of 31.2%; fixed asset investment reached 61.24 billion yuan, an increase of 42.9%; the total retail sales of social consumption products were 27.64 billion yuan, an increase of 19.4%; total volume of imports and exports reached $640 million, an increase of 16%, of which exports accounted for $580 million, an increase of 23%; the per-capita disposable income of urban residents reached 13, 989 yuan, an increase of 10.4%;net income of farmer per capita reached 4,701 yuan, an increase of 8%.

(4) Tourism Resources Shangrao has the most beautiful village of China-Wuyuan Village, 2 World Natural Heritages-Sanqing Mountain and Guifeng; the Sleeping Beauty-Lingshan; Yun Bifeng National Forest Park in downtown area, whose Yunbi Pavilion is the highest point of the downtown area, where people can have a birdview of Xinjiang and Poyang Lake in the west, benign and smiling, striking and picturesque; China’s first natural reserve-“Poyang Lake Natural Reserve for Migratory Birds”. Currently, Shangrao City has 11 tourist attractions that are rated as Grade A National Tourist Resorts, of which Sanqing Mountain is rated as 5A scenic spot, Guifeng, Relic of Shangrao Concentration Camp, Wuyuan Jiangwan, Wuyuan Dazhangshan, Wuyuan Linyan Cave, Wuyuan Wengong Mountain, Wuyuan Yuanyang Lake are rated as Grade 4A scenic spots, Wuyuan Scenic Spot, Guangfeng Nine Fairy Lake, Wannian

Shenlongyuan are rated as 3A tourist spots. Shangrao City has the most scenic spots in Jiangxi Province. Lingshan has been successfully nominated as the 7th national scenic spot. 3.2.2 Current status of society and economy of evaluation area 3.2.2.1 Current status of tourism and public facilities

1) Current status of tourism In 2010, the total tourism reception of Shangrao City reached 19868000 passengers with total tourism revenue of 14330000000 yuan. At present, the city has tourism 40 star hotels, among them 7 are 4-star, 24 are 3-star; 123 travel agencies, 2 professional tourism transport companies; 2 tourism group companies, total assets of nearly 10 billion yuan; tourism direct employees of 200000 and related employment of 500000. 2) Current status of external transport facilities Shangrao City has two national roads-320 and 206 that are crossing through; railway includes Zhejiang-Jiangxi bifurcated, Anhui-Jiangxi line and Hengnan line, is center with 1-3 hours travel from Shangrao, 4 airports-Changbei, Jingdezhen, Quzhou and Wuyishan; in addition, a number of highways including Shanghai-Kunming, Hangrui, Jingying and Dewu. 3) Current status of city public traffic Shangrao City has 111 existing public transport vehicles, 12operation routes and bus operating line length of 160 kilometers. The bus passenger volume is 11100000 person-time. There are 638 existing rental cars. 4) Current status of medical system Shangrao City has 246 medical and health institutions at all levels and types, averaging every 1000 people for 7.5 beds, medical staff average per 5.3 people. 3.2.2.2 Current status of water supply and drainage

Airport construction area relates to Shangrao Zaotou Town, Zunqiao Village, and Shangrao City District Maojialing Street Maojialing Village, current status of regional water supply and drainage is as follows: 1) water supply: current situation basically: popularization of tap water, by the

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

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.

Ci Pi  Coi

In the formula: Pi: single pollution index.

3 Ci: I Pollution Factor Monitoring Concentration (mg/m );

3 C0i: I Pollution Factor Standard Concentration (mg/m ). (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). (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 Item 02: 00 08: 00 14: 00 20: 00 Point Concentration 0.007L-0.018 0.015-0.049 0.018-0.034 0.007L-0.042 Range(mg/m3) Evaluation 1# 0.50 Standards(mg/m3) Evaluation Index 0.007-0.036 0.030-0.098 0.036-0.068 0.007-0.084 Overproof Up to the Standard Concentration 0.007L-0.015 0.007L-0.018 0.007L-0.020 0.007L-0.016 Range(mg/m3) Evaluation 2# 0.50 Standards(mg/m3) Evaluation Index 0.007-0.030 0.007-0.036 0.007-0.040 0.007-0.032 Overproof Up to the Standard Concentration 0.007L-0.008 0.007L-0.016 0.012-0.024 0.007L-0.025 Range(mg/m3) Evaluation 3# 0.50 Standards(mg/m3) Evaluation Index 0.007-0.016 0.007-0.032 0.024-0.048 0.007-0.050 Overproof Up to the Standard

Table 3-2-3 Monitoring Statistics and Evaluation Results of NO2 Concentration per Hour Monitoring Item 02: 00 08: 00 14: 00 20: 00 Point Concentration 0.015L-0.066 0.015L-0.049 0.024-0.122 0.017-0.091 Range(mg/m3) Evaluation 1# 0.24 Standards(mg/m3) Evaluation Index 0.031-0.275 0.031-0.204 0.100-0.508 0.071-0.379 Overproof Up to the Standard Concentration 0.015L-0.025 0.015L-0.052 0.015L-0.090 0.015L-0.046 Range(mg/m3) Evaluation 2# 0.24 Standards(mg/m3) Evaluation Index 0.031-0.104 0.031-0.217 0.031-0.375 0.031-0.192 Overproof Up to the Standard 3# Concentration 0.015L-0.018 0.015L-0.073 0.015L-0.048 0.015L-0.028

Range(mg/m3) Evaluation 0.24 Standards(mg/m3) Evaluation Index 0.031-0.075 0.031-0.304 0.031-0.200 0.031-0.117 Overproof Up to the Standard

Table 3-2-4 Monitoring Statistics and Evaluation Results of CO Concentration per Hour Monitoring Item 02: 00 08: 00 14: 00 20: 00 Point Concentration 1.25L 1.25L 1.25L 1.25L Range(mg/m3) Evaluation 1# 10.00 Standards(mg/m3) Evaluation Index 0.063 0.063 0.063 0.063 Overproof Up to the Standard Concentration 1.25L 1.25L 1.25L 1.25L Range(mg/m3) Evaluation 2# 10.00 Standards(mg/m3) Evaluation Index 0.063 0.063 0.063 0.063 Overproof Up to the Standard Concentration 1.25L 1.25L 1.25L 1.25L Range(mg/m3) Evaluation 3# 10.00 Standards(mg/m3) Evaluation Index 0.063 0.063 0.063 0.063 Overproof Up to the Standard

Table 3-2-5 Monitoring Statistics and Evaluation Results of NmHc Concentration per Hour Monitoring Item 02: 00 08: 00 14: 00 20: 00 Point Concentration 0.04L 0.04L 0.04L 0.04L Range(mg/m3) Evaluation 1# 4.0 Standards(mg/m3) Evaluation Index 0.005 0.005 0.005 0.005 Overproof Up to the Standard Concentration 0.04L 0.04L 0.04L 0.04L Range(mg/m3) Evaluation 2# 4.0 Standards(mg/m3) Evaluation Index 0.005 0.005 0.005 0.005 Overproof Up to the Standard Concentration 0.04L 0.04L 0.04L 0.04L Range(mg/m3) 3# Evaluation 4.0 Standards(mg/m3) Evaluation Index 0.005 0.005 0.005 0.005

Overproof Up to the Standard

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

Pollutants Monitoring Item SO2 NO2 CO TSP PM10 Point Concentration 0.016 0.030 1.25L 0.076 0.046 Range(mg/m3) Evaluation 0.15 0.12 4.00 0.30 0.15 1# Standards(mg/m3) Evaluation Index 0.107 0.25 0.156 0.253 0.307 Overproof Up to the Standard Concentration 0.012 0.032 1.25L 0.055 0.028 Range(mg/m3) Evaluation 2# 0.15 0.12 4.00 0.30 0.15 Standards(mg/m3) Evaluation Index 0.08 0.267 0.156 0.183 0.187 Overproof Up to the Standard Concentration 0.012 0.028 1.25L 0.068 0.039 Range(mg/m3) Evaluation 0.15 0.12 4.00 0.30 0.15 3# Standards(mg/m3) Evaluation Index 0.08 0.233 0.156 0.227 0.26 Overproof Up to the Standard It can be concluded from table 3-2-2-5 that the monitoring values of 1h concentration of all pollutants in each monitoring site do not exceed standards. The monitoring values of NmHc are lower than 4.0mg/m3, and thus are up to the standard.

According to table 3-2-6, the daily monitoring concentration of SO2, NO2, TSP

and PM10 is up to the standard, the overall ambient air quality is good in this region. The above monitoring results show that the ambient air quality is good in this region. (ii) Monitoring Results of Ambient Air Quality at the Airport Avenue and in Pipelines Area See table3-2-7 for monitoring results.

Table 3-2-7 Status Monitoring and Evaluation Results of Ambient Air Unit: mg/Nm3

TSP SO2 PM10 NO2 Monitoring Sampling Single Single Single Single Monitoring Monitoring Monitoring Monitoring Point Date Factor Factor Factor Factor Value Value Value Value Index Index Index Index 1st Day 0.102 0.34 0.039 0.26 0.039 0.26 0.013 0.16 A1 Sanjiang 2nd Day 0.1 0.33 0.041 0.27 0.041 0.27 0.015 0.19 Area 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 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 A2Maojialing 4th Day 0.111 0.37 0.039 0.26 0.044 0.3 0.013 0.16 Village 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 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 A3 Wai 4th Day 0.115 0.38 0.035 0.24 0.044 0.3 0.012 0.15 Zhoutian 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 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

A4Shang 3rd Day 0.117 0.39 0.036 0.24 0.047 0.31 0.013 0.16 Huangwu 4th Day 0.113 0.38 0.039 0.26 0.045 0.3 0.013 0.16 Village 5th Day 0.111 0.37 0.038 0.26 0.05 0.33 0.014 0.18 6th Day 0.105 0.35 0.038 0.26 0.038 0.23 0.013 0.16 7th Day 0.113 0.38 0.037 0.25 0.04 0.27 0.013 0.16 According to the ambient air monitoring statistics and the calculation results of standard index at the monitoring sites of the assessed Areas, the analysis and evaluation of the ambient air quality of the assessed Areas are as follows:

The daily average monitoring values of TSP, PM10, NO2 and SO2 in the assessed Areas are up to Level 2 standard of “Ambient Air Quality Standards” (GB3095-1996), and the pollution index of the daily monitoring values of all factors are lower than 1, and all these show that the ambient air quality of the assessed Areas are good. 3.3.2 Survey and Evaluation of Surface Water Environmental Quality 3.3.2.1 Monitoring of Surface Water Environmental Quality

(1) Monitoring Program of Underground Water Surrounding the Airport (i) Monitoring Sites 1#Section: No.1 Tributary of Xinjiang River, 500m upstream of the airport 2#Section: No.1 Tributary of Xinjiang River, 1000m downstream of the airport 3#Section: No.2 Tributary of Xinjiang River, No.1 Tributary of Huiru River,

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 Anionic Chemical Biochemical Fecal Dissolved Surface Permanganate Volatile Ammonia Item pH Oxygen Oxygen Petroleum TP Coliform oxygen Active Index Phenol Nitrogen Demand Demand (pc/L) Agent Average 7.59 10.15 18.25 2.45 0.02 0.050L 2.40 0.0003L 0.01 0.23 330.00 Value 1# Up to Standard Up to the the 0.91 0.61 0.40 0.13 0.40 0.03 0.05 0.23 0.03 Index Standard Standard Average 7.43 9.90 13.00 2.40 0.02 0.050 2.06 0.0003 0.03 0.34 340.00 Value L L 2# Up to Standard Up to the the 0.65 0.60 0.40 0.13 0.34 0.03 0.15 0.34 0.03 Index Standard Standard Average 3# 7.78 10.00 12.23 2.06 0.03 0.07 1.93 0.0003 0.04 0.46 460.00 Value L

Up to Standard Up to the the 0.61 0.52 0.60 0.35 0.32 0.03 0.20 0.46 0.05 Index Standard Standard Average 7.52 10.20 9.68 2.06 0.02 0.10 1.59 0.0003 0.03 0.56 490.00 Value L 4# Up to Standard Up to the the 0.48 0.52 0.40 0.50 0.27 0.03 0.15 0.56 0.05 Index Standard Standard Average 7.68 10.10 13.45 2.40 0.03 0.07 2.29 0.0003 0.03 0.67 330.00 Value L 5# Up to Standard Up to the the 0.67 0.60 0.60 0.35 0.38 0.03 0.15 0.67 0.03 Index Standard Standard Average 7.73 10.10 11.95 2.11 0.03 0.08 2.69 0.0003 0.03 0.67 430.00 Value L 6# Up to Standard Up to the the 0.60 0.53 0.60 0.40 0.45 0.03 0.15 0.67 0.04 Index Standard Standard CLASS III Standard 6-9 ≥5 ≤20 ≤4 ≤0.05 ≤0.2 ≤6 ≤0.005 ≤0.2 ≤1.0 ≤10000 Value (ii) Assessment Results It can be concluded from Table 3-2-9 that the monitoring factors of the 6 monitoring sites show no sign of not up to the standard. The environmental quality of surface water is good. 3.3.3 Groundwater Environmental Quality Survey and Assessment 3.3.3.1 Groundwater Environmental Quality Monitoring

(1) Monitoring Sites:

3 monitoring sites are established for environmental quality monitoring of ground water. See Figure3-2-1 for the monitoring sites. 1#Monitoring Point: Fang Village; 2#Monitoring Point: Tashui Xiajia Village; 3#Monitoring Point: Shidi Village; (2) Monitoring Factor: pH, Permanganate Index, Total Coliforms, Ammonia Nitrogen, Total Hardness, Anion Synthetic Detergent, Volatile Phenols, and measure the depth of ground water simultaneously. (3) Monitoring Time and Frequency: Monitoring Time and Frequency: Monitor for 3 successive days, from December

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 1# 2# 3# Standard Item Average Standard Average Standard Average Standard Value Value Index Value Index Value Index Up to the Up to the Up to the pH Value 7.67 7.53 7.62 6.5-8.5 Standard Standard Standard Total Hardness 264.7 58.8% 267.3 59.4% 104 23.1% ≤450 Permanganate 1.1 36.7% 1.39 46.3% 1.65 55% ≤3.0 Index Ammonia 0.114 57% 0.215 107.5% 0.053 26.5% ≤0.2 Nitrogen Anion Synthetic Up to the Up to the Up to the 0.050L 0.050L 0.050L ≤0.3 Detergent Standard Standard Standard Up to the Up to the Up to the Volatile Phenols 0.0003L 0.0003L 0.0003L ≤0.002 Standard Standard Standard Up to the Up to the Up to the Total Coliforms 3L 3L 3L ≤3.0 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 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 Day Night Monitoring Date Monitoring Standard Monitoring Standard Remarks Point Value[dB(A)] Limits[dB(A)] Value[dB(A)] Limits[dB(A)] 1# 45.7 39.6 Up to 2# 45.7 40.7 12.6 55 45 the 3# 46 40.5 Standard 4# 45.1 40.7

5# 44.8 40.8 6# 44.3 40.3 1# 43.7 39.4 2# 45.0 40.5 3# 45.2 41.1 12.7 4# 43.6 39.6 5# 43.9 40.6 6# 42.6 40.2 It can be seen from above table that the noise value of each monitoring site meets Class I standard of “Acoustic Environment Quality Standards” (GB3096-2008). The quality of acoustic environment is good. 3.3.5 Ecological Survey and Assessment 3.3.5.1 Landforms

The project is located in hilly areas; the ground elevation is between 90m and 116m. The airport site is relatively flat with small altitude difference. The slope is generally lower than 25°. The airport site is located close to the watershed of the river valleys. The ground elevation is high at the centerline of the runway, low at the two sides of the runway. The length and width of the site can meet the requirements of current utilization and long-term development of the airport. There is no large surface water system in the area. There are only some small ponds distributed in the mountain areas. There is a gully flowing from north to south in the Midwest area of the airport site. There is a gully flowing from northeast to southwest in the northwest edge. The gully is about 2-3m wide, ephemeral and with small flow. The airport site is about 4km in straight line away from Fengxi River in the east, about 5km in straight line away from Fengxi River in the north, and about 7km in straight line away from Xinjiang River in the west. Fengxi River flows from south to north while Xinjiang River flows from north to south. The landform unit of the proposed airport area is erosional low hills, low-lying and subdued. The maximum elevation is 114.609m, the minimum elevation is 85.134m, and the maximum altitude difference is 29.475m; the valley incision is shallow with a gradual slope. 3.3.5.2 Current Land Use

Establish land use classification system based on survey data and related

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 Area Ratio Area Ratio Accounted for Class I Type Class Ii Type Area (hm2) Accounted for the Area (hm2) the Occupied Assessed Areas (%) Areas (%) Dry Land 63.84 0.42 6.0644 4.07 Arable Land Paddy Field 6222.63 40.97 17.8689 12.01 Forestland 5298.29 34.88 104.8156 70.41 Forestland Shrub Forestland 180.91 1.19 0 - Other Forestland 123.99 0.82 0 - Grassland Other Grassland 17.99 0.12 5.1816 3.48 Orchard 5.54 0.04 0.1443 0.10 Garden Plot Chayuan Village 333.97 2.2 0.9935 0.67 Towns 307.9 2.03 0 - Residential Land Residential Land Rural Homestead 1053.64 6.94 2.8862 1.94 Land for Public Land for Science Management and 27.87 0.18 0 - and Education Public Service Land for Mining Industrial Land 145.59 0.96 0 - Warehousing Land for Highway Land 156.81 1.03 0 - Transportation Rural Roads 133.99 0.88 1.3421 0.90 River Surface 495.1 3.26 0 - Reservoir 85.03 0.56 0 - Land for Water Surface and Irrigation 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 - Bare Land 131.78 0.87 0 - Other Land 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.

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 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

Assessed Areas Occupied Areas Vegetation types Area Ratio Accounted for Area Area Ratio Accounted for Area (hm2) the Assessed Areas (%) (hm2) the Occupied Areas (%) Broad-leaved 3535.41 23.28 0 - Evergreen Forests Grassland 43.14 0.28 5.1816 3.48 Evergreen Coniferous 1884.83 12.41 104.8156 70.41 Forest Shrub 180.81 1.19 0 - Cultivated Orchard 5.54 0.04 0.1443 0.10 Cultivated Tea 333.99 2.20 0.9935 0.67 Plantation

Cultivated Crops 6285.43 41.38 23.9333 16.08 Non-vegetation Cover 2035.03 13.40 7.7553 5.21 Land Water 884.67 5.82 6.0337 4.05 Total 15188.86 100.00 148.8573 100.00

It can be concluded from table 3-2-10 that the total area of the assessed Area is 15188.86hm2, and vegetation area is 12269.15hm2, 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 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 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 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, 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 of Area of water and soil loss at each level (km2) Total area Proportion of water and Area of land loss area in 2 soil loss Slight Moderate Severe Extreme Intensive (km ) land area (%) (km2) Xinzhou 339 26.85 7.90 6.75 17.14 2.69 0.27 --

Shangrao 2246 854.04 38.02 238.83 287.1 236.67 60.13 31.31 County 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

Evaluation area Area Erosion degree Area Proportion in the area of evaluation area Area Proportion in

(hm2) (%) (hm2) area of the occupied area (%) Slight erosion 11773.29 77.51 102.34 68.75 Moderate erosion 2044.77 13.46 39.15 26.30 Severe erosion 174.34 1.15 0 - Extreme erosion 18.82 0.12 0 - Intensive erosion 7.63 0.05 0 - Water body 879.21 5.79 6.0337 4.05 Land for road 290.80 1.91 1.3421 0.90 Subtotal 15188.86 100 148.8573 100.00 See from the above table, water and soil loss in evaluation area and the occupied area are slight. 3.3.5.6 Profiles of key protection objects The proposed airport and an ancillary road and pipeline occupied area, does not involve the nature reserve, National Forest Park, national emphasis commonweal forest. But in the airport covers range found in the national key protected wild plants in Camphortree distribution. According to the investigation and field survey, the proposed airport covers range distribution of the state protection of two species and 3722 strains of Camphortree, volume 152.184m3. Table 3-3-21 List of statistics of Camphortree distributed in airport occupied area

6-10 12-16 18-22 24-28 30-38 ≥40 Subtotal Dbh ≤5cm cm cm cm cm cm cm 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 period Weather Fine Temperature 26°C-36°C Climate 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: Table 3-2-16 Measurement result of power frequency electromagnetic field environment of 110kV Maoze Line relocation and modification project of Sanqingshan Airport Power frequency Power frequency Description of electric field No. magnetic field Remarks Monitoring Point intensity intensity (µT) (V/m) 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 Influenced by 110kV line D7 Zhoujia 243.9 0.105 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 Description of Frequency Radio No. Remarks Monitoring Point (MHz) [dB(μV/m)] 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 Influenced by 110kV line W7 Zhoujia 0.5 38.7 nearby 110kV voltage class 0.5 46

radio interference limit value According to Table 3-2-16 and Table 3-2-17, the monitoring value of current status of power frequency electric field intensity and power frequency magnetic field intensity of each measurement point are respectively 19.09V/m-243.9V/m and 0.023µT-0.105µT; radio interference level at frequency of 0.5MHz is 14.2dB (μV/m) -38.7dB (μV/m). Electromagnetic field of all monitoring point satisfies the recommended value of Technical Regulations on Environmental Impact Assessment of Electromagnetic Radiation Produced by 500 KV Ultrahigh Voltage Transmission and Transfer Power Engineering (HJ/T24-1998): power frequency electric field intensity of 4000V/m and power frequency magnetic field intensity of 0.1mT; Radio interference level of monitoring point satisfies the regulation of Limits of Radio Interference from AC High Voltage Overhead Power Transmission Lines (GB15707-1995) at frequency of 0.5MHz: 110kV voltage class is 46dB (μV/m). The current status of power frequency electric field intensity, power frequency magnetic field intensity and radio interference level environmental quality of sensitive points along the area are good. (5) Measurement result of 110kV Wangzao Line relocation and modification project of Sanqingshan Airport See Table 3-2-18 and Table 3-2-19 for measurement result of current status of power frequency electromagnetic field and radio interference environment of monitoring point. Table 3-2-18 Measurement result of current status of power frequency electromagnetic field environment of 110kV Maozao Line relocation and modification project of Sanqingshan Airport Power frequency Power frequency Description of electric field No. magnetic field Remarks Monitoring Point intensity intensity (µT) (V/m) 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 Influenced by 110kV line D7 Zhoujia 243.9 0.105 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 Description of Frequency No. Radio [dB(μV/m)] Remarks Monitoring Point (MHz) 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 Influenced by 110kV line W7 Zhoujia 0.5 38.7 nearby 110kV voltage class 0.5 46 radio interference limit value According to Table 3-2-18 and Table 3-2-19, the monitoring value of current status of power frequency electric field intensity and power frequency magnetic field intensity of each measurement point are respectively 19.09V/m-243.9V/m and 0.023µT-0.105µT; radio interference level at frequency of 0.5MHz is 14.2dB (μV/m) -38.7dB (μV/m). Electromagnetic field of all monitoring point satisfies the recommended value of Technical Regulations on Environmental Impact Assessment of Electromagnetic Radiation Produced by 500 KV Ultrahigh Voltage Transmission and Transfer Power Engineering (HJ/T24-1998): power frequency electric field intensity of 4000V/m and power frequency magnetic field intensity of 0.1mT; Radio interference level of monitoring point satisfies the regulation of Limits of Radio Interference from AC High Voltage Overhead Power Transmission Lines (GB15707-1995) at frequency of 0.5MHz: 110kV voltage class is 46dB (μV/m). The current status of power frequency electric field intensity, power frequency magnetic field intensity and radio interference level environmental quality of sensitive points along the area are good. (6) Measurement result of 10kV line newly built project from Maojialing Substation to Airport See Table 3-2-20 and Table 3-2-21 for current status of power frequency electromagnetic field and radio interference environment of monitoring point: Table 3-2-20 Measurement result of current status of power frequency electromagnetic field environment of 10 kV line newly established project from Maojialing Substation to Airport No. Description of Power frequency Power frequency Remarks

Monitoring Point electric field magnetic field intensity intensity (µT) (V/m) Influenced by 110kV line D1 Caijiatianpeng 203.5 0.449 nearby D2 Xiaonantang 89.78 0.085 D3 Zhoutian 36.49 0.034 Table 3-2-21 Measurement result of current status of radio interference environment of 10 kV line newly established project from Maojialing Substation to Airport Description of Frequency Radio No. Remarks Monitoring Point (MHz) [dB(μV/m)] Influenced by 110kV line W1 Caijiatianpeng 0.5 38.9 nearby W2 Xiaonantang 0.5 23.1 W3 Zhoutian 0.5 35.5 According to Table 3-2-20 and Table 3-2-21, the monitoring value of current status of power frequency electric field intensity and power frequency magnetic field intensity of each measurement point are respectively 36.49V/m-203.50V/m and 0.034µT-0.449µT; radio interference level at frequency of 0.5MHz is 23.1dB (μV/m) -38.9dB (μV/m). The current status of power frequency electric field intensity, power frequency magnetic field intensity and radio interference level environmental quality of sensitive points along the area are good. (7) Measurement result of 10kV line newly built project from Zaotou Substation to Airport See Table 3-2-21 and Table 3-2-22 for measurement result of current status of power frequency electromagnetic field and radio interference environment of monitoring point: Table 3-2-21 Measurement result of current status of power frequency electromagnetic field environment of 10 kV line newly established project from Zaotou Substation to Airport Power frequency Power frequency Description of electric field No. magnetic field Remarks Monitoring Point intensity intensity (µT) (V/m) Influenced by 110kV line D1 Flag pole top 188.5 0.314 nearby Influenced by 110kV line D2 Shanggao 173.1 0.402 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 Description of Frequency Radio No. Remarks Monitoring Point (MHz) [dB(μV/m)] Influenced by 110kV line W1 Flag pole top 0.5 38.9 nearby Influenced by 110kV line W2 Shanggao 0.5 33.5 nearby W3 Shigu 0.5 20.9 W4 Xiaojia 0.5 17.3 Xujia of Tashui W5 0.5 21.2 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. 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 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.

Liner system

leachate treatment station leachate conditioning tank

pool 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 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 process is illustrated in figure 3-4-1.

Coagulant/prechlorination (seasonal)

Raw water Water mixed well Folded plate Horizontal flow Air water backwashing

flocculating sedimentation tank filter on C

hlorinati

tank

Suction well Clean User Two stage water pump house tank Chlorine

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 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 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 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.

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

Measurement point No. Name of Equipment Sound pressure level LPA(dB) distance (m) 1 Impact pile driver 112 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 D=5 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

Qualified Distance Construction Forecast Point Distance (m) No. Name of Equipment (m) Phase 5 10 20 50 100 Day Night 1 Impact pile driver 109 103 97 89 79 79 Construction Piling 2 Impact well drill 84 78 72 61 51 5 prohibted 3 Concrete mixer 91 85 79 71 61 56 317 Structure 4 Concrete pump 85 79 73 65 55 28 159

5 Concrete vibrator 84 78 72 64 54 25 142 6 Wheel loader 90 84 78 70 60 28 283 Hydraulic wheel 7 84 78 72 64 54 14 142 excavator 8 Grader 90 84 78 70 60 28 283 9 Bulldozer 86 80 74 66 56 18 178 Earth 10 Vibratory roller 86 80 74 66 56 18 178 Dual-wheel 11 87 81 75 67 57 20 200 twin-vibratory roller 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

Piling phase Structure phase Earth phase No. Village group Day Night Day Night Day Night 1 Shanghuangwu Qualified Qualified Unqualified Xiajia of 2 Qualified Qualified Unqualified Tashui Construction 3 Xujia of Tashui Qualified Qualified Unqualified Qualified Unqualified prohibited 4 Dahongying Qualified Qualified Unqualified Maojialing 5 Qualified Qualified Unqualified Village

Zhoutian 6 Unqualified Qualified Unqualified Village 7 Waizhoutian Qualified Qualified Unqualified 8 Waizhoutian Qualified Qualified Unqualified 9 Tashui Village Qualified Qualified Unqualified

In piling phase, construction is prohibited in night and each village will not be affected by mechanical noise of airport in piling phase; in structure phase, noise of each village in day is qualified; as for the construction in night, the concrete mixer for construction has large noise, and each village near the airport is affected; in addition, nine villages such as Shanghuangwu, Xiajia of Tashui and Xujia of Tashui, etc. nearest the construction boundary will be affected by noise of other construction machineries; in earth phase, construction noise effect on each village near airport in day will be qualified, and nine villages such as Shanghuangwu, Xiajia of Tashui and Xujia of Tashui within 283m of the construction boundary in night will be affected by noise of different construction machineries. 4.1.2 Analysis of noise impact during construction 4.1.2.1 Forecast procedure for airplane noise

According to Guidelines for Environmental Impact Assessment Airport Engineering, see the Figure below for forecast procedure for airplane noise in Shangrao Airport. In forecast procedure, what plays the key role is: (1) Characteristic curve or noise-distance-power date of single airplane noise distance: through actual monitoring and computer simulation, combine the related materials provided abroad and data in INM7.0b to obtain LEPN and SEL calculation formula of single airport in main model compliant with airport fact. Upon verification of actual monitoring data, the error is within 2-3dB and the result is ideal; (2) Airport model category and flight number forecast: according to air model provided by pre-feasibility research report and expected number of flight, provide the models adopted in the forecast and number of flight in different directions; (3) Flight procedure: Flight Procedure Design Report of Feasibility Research of Shangrao/Sanqingshan Airport provided by Beijing Tech & Trade Co., Ltd. of the evaluation.

Annual number Noise characteristics Flight Coordinate of flights of different airplane procedure of forecast models point

Daily number of flights Thrust correction Flight profile

Airplane flight number of different directions and different models Velocity correction Slant distance Other corrections calculation

LEPN or SEL calculation

Side direction attenuation correction

LEPN calculation

Leq calculation

Flight number of LWECPN calculation different time

Preparation of isoline drawing

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:

L  LEPN 10log(N 3N 10N ) 39.4 (dB) WECPN 1 2 3

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;

LEPN: Average effective perceived noise level of multi flight events.

 LEPNij / 10 LEPN 10log1/N1  N2  N3  10   i j 

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) L 1) Calculation mode of contribution value of equivalent noise level eq is: 1 N SELj L 10log（ 10 10 ） eq T  j1

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:

N SElj 1 d （ 10 ） Leqd 10log 10 Td j1

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

Nd refers to number of flight in day

SEl 1 Nn j （ 10 ） Leqn 10log 10 Tn j1

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 0.1L  0.1L  (L ) 10lg10 eq 贡 10 eq 背  eq 预测     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 noise The calculation mode of single airplane noise is provided generally by international civil aviation organization or other related organization and airplane manufacturers. However, calculation mode of single airplane noise is made under certain conditions, which requires necessary corrections because actual forecast condition are different from that of the material in case of applying the materials. (i) Thrust correction Under different thrusts, the noise level of airplane is different. Under general conditions, noise level of airplane is linear with thrust, and noise level of airplane under different thrusts can be obtained according to the formula below:

LF=LFi+(LFi+1-LFi)(F-F1)/(Fi+1-Fi)

In which: LF, LFi and LFi+1 are respectively the noise levels of the same point under the thrust of F, Li and LFi+1. (ii) Velocity correction The airplane noise generally provided are based on the airspeed of 160kt; as for calculation of sound exposure level, it is necessary to carry out correction of the flight velocity of the airplane.

ΔV=10log (Vr/V)

In which: Vr refers to airspeed and V refers to ground speed in inertia phase. INM7.0b calculates the airplane velocity in different flight phases of the airplane and calculates the velocity correction according to the formula above. (iii) Humidity and temperature correction As for absorption calculation of atmosphere, usually take relative humidity of 15°C and 70% as the basic condition. Thus, in case of large difference in temperature and humidity, it is necessary to consider the change in atmosphere condition to cause the correction of change in sound attenuation. The evaluation calculates according to average temperature and humidity of Shangrao Airport. INM7.0b calculates the above parameters according to different flight phases.

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:

2 2 R  L hCOS In which: R is vertical distance from forecast point and flight routing; L refers to vertical distance from forecast point and ground track; h refers to flying altitude; θ refers to angle of climb. (5) Calculation mode of lateral attenuation During propagation of sound wave, the lateral attenuation caused by ground influence can be calculated according to the following formula: (i) When jet is on the ground:

0.00274 L ΔL(L) 15.091e  0  L  914m

L(L) 13.86 L  914m 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≤60º ΔL (β)=0 β>60º In which: β=COS-1(L/R), Δ (β) refers to lateral attenuation caused by ground. ΔL (β, L)=[ΔL(L)] [ΔL(β)]/13.86 0≤L≤914m In which, ΔL (β, L) refers to lateral attenuation caused by ground. (6) Calculation of horizontal divergence The airplane cannot completely fly according to specified track. Thus, noise isoline diagram is only calculated according to specified track, which may generate large error. ICAO Circular 205/86 (1988) proposes that in case that actual measurement data are not available, the horizontal divergence of departure route can be considered as follows: When turning angle is less than 45º, S (y)=0.055x-0.150 5km30km When turning angle is more than 45º, S (y)=0.128x-0.42 5km15km In which: S(y): standard deviation; x: distance from taxi starting point; Between take-off point [S(y)=0] and 5km, S(y) can be determined by linear interpolation. In case of landing, the divergence within 6km can be neglected. With approximate Gaussian distribution to calculate the space distribution of the airplane, See Table 4-2-1 for the proportion of airplane flight of different divergence tracks along both sides of tracks.

Table 4-2-1 Proportion of airplane horizontal divergence

Space Proportion ym-2.0S(y) 0.065 ym-1.0S(y) 0.24 ym 0.39 ym+1.0S(y) 0.24 ym+2.0S(y) 0.065

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

Model proportion Actual average number of Year Type Subtotal B C passeners 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 Take-off proportion (%) 73% 15% 12% 2015 Landing proportion (%) 73% 27% 0% Take-off proportion (%) 73% 15% 12% 2020 Landing proportion (%) 73% 27% 0% Forecast by aviation portfolio of pre-feasibility research, daily flight numbers of airliners in 2015 and 2020 of Shangrao Airport are respectively 6.9 flights/day and 13.2 flights/day; according to the above data, the numbers of flight of take-off and landing for different models in 2015 and 2020 of Shangrao Airport are respectively shown in Table 4-2-4 and 4-2-5.

Table 4-2-4 Number of flight for take-off and landing of different models in different periods in 2015 (number of flight/d)

Take-off Landing Airplane Flight Flight model Day Night Evening Day Night Evening amount amount

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)

Take-off Landing Airplane Flight Flight model Day Night Evening Day Night Evening amount amount 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 Runway Direction Name of flight Flight state Proportion landing direction number proportion % heading Jingdezhen 25% Take-off Tonglu 25% From southwest to departure Yunhe 25% 06 70% northeast Nanfeng 25% Landing

approach Jingdezhen 25% Take-off Tonglu 25% From northeast to departure Yunhe 25% 24 30% southwest Nanfeng 25% Landing / approach (5) Flight procedure 1) Departure procedure for 06 runway Jingdezhen (P25) Direction P25-01D: After take-off, the airplane climbs in straight line to the altitude of

300m, turns right to Sanqingshan VOR/DME platform, flies to D11.9SHR (D13.8SQS) along 340° magnetic track at the height no less than 1800m and then flies to Jingdezhen (P25) along 326° magnetic track (R326°SHR). P25-02D: After take-off, the airplane climbs in gradient straight line no less than 5.5% to the altitude of 300m, turns left to 326° magnetic track at the height no less than 1800m at D11.9SHR/D13.8SQS and then flies to Jingdezhen (P25) along 326° magnetic track. Tonglu (ELNEX) Direction ELN-01D: After take-off, the airplane climbs in straight line to the altitude of 300m, turns left to Shangrao VOR/DME and then flies to Tonglu (ELNEX) direction along 052° magnetic track. Yunhe Direction (by ATC) BZ-01D (by ATC): After take-off, the airplane climbs in straight line to the altitude of 300m, turns left back to VOR/DME platform, flies to D17.2SHR (D17.2SQS) along 116°magnetic track at the height no less than 1800m, shifts to Shangrao VOR/DME and then flies to P214 along 129°magnetic track to join in the departure in Yunhe Direction. BZ-02D (by ATC): After take-off, the airplane climbs in gradient straight line no less than 5.5% to the altitude of 300m, turns right to D17.2SHR (D17.2SQS) at the height no less than 1800m, shifts to Shangrao VOR/DME and flies to P214 along 129° magnetic track to join in the departure in Yunhe Direction. Nanfeng Direction NF-01D: After take-off, the airplane climbs in straight line to the altitude of 300m, turns right to D11.0SHR (D7.6SQS), and turns left to join in departure in Nanfeng direction along 229° magnetic track with the height no less than 2400m over P215. NF-02D: After take-off, the airplane climbs in straight line to the altitude of 300m, turns left to Sanqingshan VOR/DME platform, flies to D11.0SHR (D7.6SQS) along 238° magnetic track and turns left to join in departure in Nanfeng direction along 229° magnetic track with the height no less than 2400m.

2) Departure procedure for 24 runway instrument Jingdezhen (P25) Direction P25-11D: After take-off, the airplane climbs in straight line to the altitude of 600m, turns right to fly to R298°SHR along 062° magnetic track, turns left and flies to Jingdezhen direction along 326° (SHR) magnetic track to D11.9SHR at the height no less than 1800m. P25-12D: After take-off, the airplane climbs in gradient straight line no less than 5.0% to the altitude of 600m, turns right and flies to D11.9SHR along 012° magnetic track at the height no less than 1800m, turns left and flies to Jingdezhen (P25) direction along 326° (SHR) magnetic track. Tonglu (ELNEX) Direction ELN-11D: After take-off, the airplane climbs in straight line to the altitude of 600m, turns right back to Shangrao VOR/DME platform, and then turns left and flies to Tonglu (ELNEX) direction along 052° magnetic track. Yunhe Direction (by ATC) BZ-11D(by ATC): After take-off, the airplane climbs in straight line to the altitude of 600m, turns right back to Shangrao VOR/DME platform, turns right and flies to reporting point P214 along 129° magnetic track (SHR), then turns left and flies to Yunhe direction along 092° magnetic track. BZ-12D(by ATC): After take-off, the airplane climbs in gradient straight line no less than 5.0% to the altitude of 600m, turns right to 129° (SHR) magnetic track and flies to D17.2SHR at the height no less than 2100m, then flies to reporting point P214 along 129°(SHR) magnetic track to join in Departure in Yunhe direction. Nanfeng Direction NF-11D: After take-off, the airplane climbs in straight line to the altitude of 900m, flies to reporting point P215 at the height no less than 2400m and then flies to Nanfeng direction along 229° magnetic direction. 3) Approach procedure for 06 runway Jingdezhen (P25) Direction The airplane approaching in Jingdezhen (P25) flies along 146° magnetic track to

Shangrao VOR/DME platform, flies to D11.9SHR/D13.8SQS at the height of 2700m, and joins in approach procedure here or flies to Shangrao VOR/DME platform to join in approach procedure or waiting procedure. Tonglu (ELNEX) Direction The airplane approaching in Tonglu (ELNEX) direction flies to Shangrao VOR/DME platform along 232° magnetic track to join in approach procedure or waiting procedure. Yunhe Direction (by ATC) The airplane approaching in Yunhe direction flies to way point P214 along 273° magnetic track, turns right and flies along 309° magnetic track to R129°/D9.5SHR at the height of 2400m, and flies to Sanqingshan VOR/DME platform along 282° magnetic track to join in approach procedure. Nanfeng Direction The airplane approaching in Nanfeng direction flies to Shangrao VOR/DME platform along 049° magnetic track to R229°/D22.7SHR at the height of 1500m, and join approach procedure here or flies to Shangrao VOR/DME platform to join in waiting procedure. 4) Approach procedure for 24 runway Jingdezhen (P25) Direction The airplane approaching in Jingdezhen (P25) direction flies to Shangrao VOR/DME platform along 146° magnetic track to D14.8SHR (D16.6SQS) at the height of 2700m, and joins in DME arc approach procedure here or flies to Shangrao VOR/DME platform to join in approach procedure. Tonglu (ELNEX) Direction The airplane approaching in Tonglu (ELNEX) direction flies to Shangrao VOR/DME platform along 232° magnetic track to D16.9SHR (D20.5SQS) at the height of 1500m, and joins in approach procedure here. Yunhe Direction (by ATC) The airplane approaching in Yunhe direction flies to way point P214 along 273° magnetic track, turns right and flies along 309° magnetic track to Shangrao

VOR/DME platform to D17.2SHR (D17.0SQS) at the height of 2100m, and joins in approach procedure here. Nanfeng Direction The airplane approaching in Nanfeng direction flies to Shangrao VOR/DME platform along 049° magnetic track and joins in approach procedure here. See Figure 4-1-4-7 for flight procedure for Shangrao Airport. (6) Basic conditions for noise effect Annual average temperature: 18.1°C Humidity: 78% Air pressure: 759mm Wind speed: 1.2m/s Runway elevation: 108.6m Runway direction: 59°-239° 4.1.2.4 Forecast result of airplane noise

(1) LWECPN isoline and forecast result for 2015 and 2020

See Figure for airplane noise LWECPN isoline forecast in 2015 and 2020 of Shangrao Airport, and see Table 4-2-7 for coverage area. See Table 4-2-8 and 4-2-9 for forecast result of airplane noise of sensitive points, and see Figure 4-1-8 and Figure 4-1-9 for forecast isoline figure of airplane noise effect.

Table 4-2-7 Forecast coverage area of airport noise Unit: km2

LWECPN Sound level range (dB) Year >65 >70 >75 >80 >85 >90 2015 2.614 1.117 0.613 0.453 0.350 0.247 2020 4.607 1.736 0.839 0.519 0.407 0.304

Table 4-2-8 Forecast result of airplane noise LWECPN of sensitive points including schools and hospitals Unit: dB

No. Name of Sensitive Point 2015 (dB) 2020(dB) 1 Gongjia Kindergarten 49.3 52.1 2 Hualong School 53.0 55.8 3 Aimin Hospital 51.3 54.2 4 Zhongtan Primary School 55.2 58.0 5 Cangbei Primary School 62.3 65.1 6 Longfeng Kindergarten 52.7 55.5

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7 Xiangshan Primary School 56.0 58.8 8 Masters Yuying School 56.0 58.8 9 Aixin Kindergarten 54.0 56.8 10 Yangshi Primary School 57.9 60.7 11 Yangshi Home for the Aged 58.2 61.1 12 Yuantang Primary School 52.0 54.8 13 Zhoudun Primary School 47.5 50.3 14 Luojia Teaching Point 58.0 60.8

Table 4-2-9 Forecast result of airplane noise LWECPN of sensitive points (representative point) of village Unit: dB

No. Name of Sensitive Point 2015 (dB) 2020 (dB) 1 Gongjiacun 49.3 52.1 2 Wangjia 54.9 57.7 3 Kejia 54.0 56.9 4 Laowushandi 51.3 54.2 5 Wangjiashan 53.0 55.8 6 Xiazhou 53.5 56.3 7 Zhongtancun 55.2 58.0 8 Shangzhoucun 52.7 55.5 9 Huayuan 54.5 57.3 10 Liujia 53.6 56.4 11 Xiajia 52.8 55.6 12 Xujia of Tashui 65.2 68.0 13 Zhangjia 55.1 57.9 14 Beilong 63.4 66.2 15 Cangdun 62.3 65.1 16 Cangting 63.3 66.1 17 Xujia 53.6 56.4 18 Fujiacun 57.4 60.2 19 Zhoujia 60.5 63.3 20 Xiejia 52.7 55.5 21 Wanli 58.3 61.1 22 Maowan 55.6 58.4 23 Shanjiao 54.5 57.3 24 Wangsidun 60.8 63.6 25 Xinwuqiaotou 54.7 57.5 26 Caijia 54.2 57.0 27 Chengjiabao 56.0 58.8 28 Wangjia 54.0 56.8 29 Luosiwan 50.3 53.1 30 Xiaojia 52.1 54.9 31 Shigu 54.9 57.7 32 Qianshan 57.9 60.7 33 Zhoujiashan 50.6 53.4 34 Zhongjia 51.1 53.9 35 Yangshi 57.9 60.7

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36 Fujiashi 57.7 60.5 37 Zhangjiafan 60.0 62.8 38 Xiacun 53.3 56.1 39 Zhucunwan 57.7 60.5 40 Yuantangwu 52.0 54.8 41 Shangwan 54.4 57.2 42 Qianshan 46.8 49.7 43 Zhoudun 47.9 50.7 44 Shanbei 61.8 64.6 45 Zhouwu 59.7 62.5 46 Xiawutang 64.6 67.5 47 Huangwuluojia 58.0 60.8 48 Shanghuangwu 63.4 66.2 49 Wayaodi 50.8 53.6 50 Fangcun 50.4 53.2 51 Maowan 51.1 54.0 52 Majia 49.0 51.8 53 Linjia 49.6 52.4 54 Shantou 54.2 57.0

It can be seen from forecast result that with increase in aviation portfolio, noise level of each sensitive point increases to certain extent; but by 2020, the airplane will not affect the surrounding areas of the airport greatly.

(2) Leq isoline and forecast result for 2020

See Table 4-2-10 for coverage area of noise isoline diagram (Leqd55-70dB) in day and noise isoline diagram in night forecast in 2020 of Shangrao Airport. See Table 4-2-11 and 4-2-12 for forecast result of airplane of sensitive points, and see Figure 4-1-10 and Figure 4-1-11 for impact forecast isoline diagram of airplane noise.

Table 4-2-10 airport noiseForecast coverage areacontribution value (contribution value) Unit: km2

LWECPN sound level range (dBA) Year >45 >50 >55 >60 >65 >70 2020 Day 11.97 4.67 1.57 0.72 0.48 0.37 2020 Night 2.61 1.06 0.59 0.44 0.33 0.23

Table 4-2-11 Forecast result (contribution value) of airplane noise Leq of sensitive points including schools and hospitals Unit: dB

No. Name of Sensitive Point Day of 2020 (dBA) Night of 2020 (dBA) 1 Gongjia Kindergarten 38.2 30.9 2 Hualong School 41.2 34.5 3 Aimin Hospital 40.1 33.0 4 Zhongtan Primary School 43.8 36.2

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5 Cangbei Primary School 50.0 43.1 6 Longfeng Kindergarten 41.3 34.5 7 Xiangshan Primary School 44.2 37.5 8 Masters Yuying School 44.2 37.5 9 Aixin Kindergarten 42.4 35.7 10 Yangshi Primary School 46.9 36.8 11 Yangshi Home for the Aged 47.5 35.8 12 Yuantang Primary School 40.7 33.4 13 Zhoudun Primary School 37.1 28.8 14 Luojia Teaching Point 46.0 38.9

Table 4-2-12 Forecast result (contribution value) of airplane noise Leq of sensitive points (representative point) of village Unit: dB

No. Name of Sensitive Point Day of 2020 (dBA) Night of 2020 (dBA) 1 Gongjiacun 38.2 30.9 2 Wangjia 43.1 36.2 3 Kejia 42.2 35.5 4 Laowushandi 40.1 33.0 5 Wangjiashan 41.2 34.5 6 Xiazhou 41.7 34.9 7 Zhongtancun 43.8 36.2 8 Shangzhoucun 42.2 32.3 9 Huayuan 43.8 33.9 10 Liujia 43.0 33.1 11 Xiajia of Tashui 41.1 34.4 12 Xujia of Tashui 52.1 45.4 13 Zhangjia of Tashui 43.2 36.6 14 Beilong 51.0 44.1 15 Cangdun 50.0 43.1 16 Cangting 51.1 43.3 17 Xujia 42.0 35.3 18 Fujiacun 45.5 38.7 19 Zhoujia 48.7 40.7 20 Xiejia 41.3 34.5 21 Wanli 46.4 39.7 22 Maowan 43.9 37.3 23 Shanjiao 42.9 36.3 24 Wangsidun 48.7 41.7 25 Xinwuqiaotou 43.1 36.5 26 Caijia 42.7 36.0 27 Chengjiabao 44.2 37.5 28 Wangjia 42.4 35.7 29 Luosiwan 38.8 32.0 30 Xiaojia 40.4 33.8 31 Shigu 43.2 36.6 32 Qianshan 46.0 39.4 33 Zhoujiashan 39.0 32.3

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34 Zhongjia 40.4 31.9 35 Yangshi 46.9 36.8 36 Fujiashi 46.4 37.5 37 Zhangjiafan 48.8 37.9 38 Xiacun 42.0 34.4 39 Zhucunwan 46.6 36.9 40 Yuantangwu 40.7 33.4 41 Shangwan 42.9 35.7 42 Qianshan 36.6 28.2 43 Zhoudun 37.5 29.1 44 Shanbei 50.5 39.3 45 Zhouwu 48.3 39.1 46 Xiawutang 52.8 43.2 47 Huangwuluojia 46.0 38.9 48 Shanghuangwu 51.0 44.2 49 Wayaodi 39.2 32.4 50 Fangcun 38.8 32.0 51 Maowan 41.1 30.8 52 Majia 38.8 29.6 53 Linjia 39.3 30.1 54 Shantou 43.7 33.3 The evaluation sets 6 monitoring points of background noise in airport surroundings the monitoring results as follows:

Table 4-2-13 Monitoring value of background noise of sensitive points of airport surroundings

Monitoring average value in day Monitoring average value in night Point [dB(A)] [dB(A)] Zhouwu Village 44.7 39.5 Xiawutang 45.4 40.6 Xujia of Tashui 46.6 40.8 Fangcun 44.4 40.2 Beilong 44.4 40.7 Wangsidun 43.5 40.3 Average Value 44.8 40.4 Because it is unable to carry out monitoring of background value of all sensitive points, the evaluation adopts the representative points on both ends and sides of runway for monitoring to calculate the background value of area noise in day and night. In addition that the monitoring point adopts actual monitoring value, other points take 44.8dB for background noise value in day and 40.4dB in night. The forecast values of representative points are calculated as follows:

Table 4-2-14 Forecast result (forecast value) of airplane noiseLeq of sensitive points including hospitals and schools Unit: dB

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No. Name of Sensitive Point Day of 2020 (dBA) Night of 2020 (dBA) 1 Gongjia Kindergarten 45.7 40.9 2 Hualong School 46.4 41.4 3 Aimin Hospital 46.1 41.1 4 Zhongtan Primary School 47.3 41.8 5 Cangbei Primary School 51.1 45.0 6 Longfeng Kindergarten 46.4 41.4 7 Xiangshan Primary School 47.5 42.2 8 Masters Yuying School 47.5 42.2 9 Aixin Kindergarten 46.8 41.7 10 Yangshi Primary School 49.0 42.0 11 Yangshi Home for the Aged 49.4 41.7 12 Yuantang Primary School 46.2 41.2 13 Zhoudun Primary School 45.5 40.7 14 Luojia Teaching Point 48.5 42.7

Table 4-2-15 Forecast result (forecast value) of airplane noise LWECPN of sensitive points (representative point) of Village Unit: dB

No. Name of Sensitive Point Day of 2020 (dBA) Night of 2020 (dBA) 1 Gongjiacun 45.7 40.9 2 Wangjia 47.0 41.8 3 Kejia 46.7 41.6 4 Laowushandi 46.1 41.1 5 Wangjiashan 46.4 41.4 6 Xiazhou 46.5 41.5 7 Zhongtancun 47.3 41.8 8 Shangzhoucun 46.7 41.0 9 Huayuan 47.3 41.3 10 Liujia 47.0 41.1 11 Xiajia 46.3 41.4 12 Xujia of Tashui 53.2 46.7 13 Zhangjia 47.1 41.9 14 Beilong 51.9 45.7 15 Cangdun 51.1 45.0 16 Cangting 52.0 45.1 17 Xujia 46.6 41.6 18 Fujiacun 48.2 42.6 19 Zhoujia 50.2 43.6 20 Xiejia 46.4 41.4 21 Wanli 48.7 43.1 22 Maowan 47.4 42.1 23 Shanjiao 47.0 41.8 24 Wangsidun 49.8 44.1

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25 Xinwuqiaotou 47.0 41.9 26 Caijia 46.9 41.7 27 Chengjiabao 47.5 42.2 28 Wangjia 46.8 41.7 29 Luosiwan 45.8 41.0 30 Xiaojia 46.1 41.3 31 Shigu 47.1 41.9 32 Qianshan 48.5 42.9 33 Zhoujiashan 45.8 41.0 34 Zhongjia 46.1 41.0 35 Yangshi 49.0 42.0 36 Fujiashi 48.7 42.2 37 Zhangjiafan 50.3 42.3 38 Xiacun 46.6 41.4 39 Zhucunwan 48.8 42.0 40 Yuantangwu 46.2 41.2 41 Shangwan 47.0 41.7 42 Qianshan 45.4 40.7 43 Zhoudun 45.5 40.7 44 Shanbei 51.5 42.9 45 Zhouwu 49.9 42.3 46 Xiawutang 53.5 45.1 47 Huangwuluojia 48.5 42.7 48 Shanghuangwu 51.9 45.7 49 Wayaodi 45.9 41.0 50 Fangcun 45.5 40.8 51 Maowan 46.3 40.9 52 Majia 45.8 40.7 53 Linjia 45.9 40.8 54 Shantou 47.3 41.2 Standard value 55.0 45.0 It can be seen from above that each village representative sensitive points of daytime noise predictive values do not exceed the standard, 4 sensitive points exceed the standard in night. However, because Shangrao Airport site is located in hilly areas, residents of the same village are in scattered distribution; there are different noise effects, according to the calculation of contribution value isoline 54.5dB, located in the daytime within the night contribution, within valueisoline43dB residents, superimposed background noise value, noise impact value will exceed the diurnal 55dB, night 45dB standard. According to calculation, 5 villages in total have some

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residents appear different circadian over-standard condition, exceed the standard as follows:

Table 4-2-16 Over-standard condition of residents during day

Forecast value at location of maximum noise in Monitoring Point Over-standard condition during day day (dBA) 17 households (over-standard less than Xiawutang 56.7 3dB) 3 households (over-standard less than Xujia of Tashui 56.3 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

Forecast value at location of maximum noise Monitoring Point Over-standard condition during night in night (dBA) Xiawutang 44.3 Not exceeding the standard 35 households for over-standard Xujia of Tashui 49.7 (Over-standard of 28 households less than 3dB, over-standard of 7 households 3-6dB) 70 households (over-standard less than Beilong 46.6 3dB) 100 households (over-standard less than Cangting 45.3 3dB) 12 households (over-standard less than Shanghuangwu 46.3 3dB)

4.1.2.5 Evaluation of airplane noise of Shangrao Airport

1. Evaluation of airplane noise LWECPN

(1) Evaluation of LWECPN of sensitive points of Shangrao Airport such as school and hospital According to forecast result in 2015 and 2020, the sensitive points listed in the table do not exceed the standard, in which the noise decibel value is highest in Cangbei Primary School, in 2020 their predictive value for 65.1dB, less than 70dB airport regional standard of the first zone. (2) Comparison of 2015 (acceptance year) and 2020 (target year) (i) Comparison of impact range under different sound levels The prediction results show that 70-75dB noise impact area of Shangrao Airport

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in 2015 is 0.504km2, 75-80dB area is 0.160km2; 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 the whole the villages affected by the noise is small, no noise exceed the standard sensitive points. (5) Evaluation conclusion Shangrao Airport operation to forecast target year 2020, resident points have not entered into the range over 75dB. From 2015 to 2020, no buildings such as schools and hospitals have entered into 70dB; therefore, according to the LWECPN evaluation, airplane noise for people living near the airport can be endured.

2. Evaluation of airplane noise Leq

(1) Leq evaluation of sensitive points of Shangrao Airport such as schools and hospitals According to forecast result of sensitive points such as schools and hospitals in 2020, in 14 sensitive points listed in the table, 13 sensitive points do not exceed the standard, in which the noise decibel value is highest in Cangbei Primary School, whose predicted value is 45.0dB at night in 2020, reaching the night noise standard of 45.0dB, because Cangbei Primary School does not carry out the teaching activity after 22 at night, and the school student accommodation, so the airport noise sensitive

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points in surrounding schools hospitals had no effect.

(2) Leq evaluation of sensitive points of Shangrao Airport such as villages According to forecast result of sensitive points of residents in 2020, Xiawutang,

Xujia of Tashui diurnal have a total of 20 households Leq predictive value than 55dB daytime noise standard; Xujia of Tashui, Beilong, Cangting, Shanghuangwu have a total of 217 households Leq predictive value than 45dB night noise standard. (3) Evaluation conclusion Shangrao Airport operation to predict the target Day of 2020 have a total of 20 households night exceed the standard, 217 households have exceed the standard, thus, according to the Leq evaluation, Shangraoairplane noise for people living near the airport has caused certain effect. 4.1.3 Noise Impact Mitigation Mearsures 4.1.3.1 Measures to Reduce Noise Effect during the Construction Period

The Shangrao Airport Construction project comprises of airfield construction, terminal construction as well as other related support constructions. Noise prevention measures during the construction period should meet the following requirements: Reasonably arrange the use of construction machines, reduce the use time of noisy equipments, improve repair and maintenance for all kinds of construction machines, try all means to reduce the noise emission of the construction machines, strictly limit the use of piling machine at night; In each phase of the construction period, in accordance with the noise effect characteristics of each construction machine and in combination of the situation of village distribution around the airport, reasonably arrange the use time of the construction machines, reduce the use time of highly noisy construction machines at night, and try to arrange daytime work for all kinds of constructions near Tashui Village and Huangwu Village both of which are close to the airport boundary. During the structure construction period, build simple envelopes for concrete pumps and concrete tank trucks to reduce noise, improve repair and maintenance for concrete pumps, strengthen training and responsibility education for the construction personnel, and ensure stable operation of the vehicles.

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4.1.3.2 Measures to Reduce Noise Effect during the Operation Period

To avoid airport noise effects on surrounding inhabitants, many countries in the world have stipulated land use rules related to airports. After the confirmation of the airport construction, it’s required to stipulate rules for using the surrounding land, legally determine land use limits according to its distance to the runway and the flight path. The rules should be followed by each party to avoid unnecessary disputes.

As the Shangrao Airport will have just a few flights, use comparatively less noisy airplanes of type B and C, and have few and scattered inhabitants around, the noise of airplanes will have no obvious impact on local inhabitants by 2020. To minimize the noise effect on the inhabitants, the follow measures are proposed: Reasonable arrangement of land development around the airport is an important measure to avoid airplane noise interference; the local authority and government should make good planning for land use around the airport in view of future development of the airport, in accordance with the forecast results for the airport noise by the target year 2020 of this phase, implement planning control within an area 3-4km away from both ends and 0.5km away from both sides of the runway, and avoid constructing buildings which are sensitive to noises, such as buildings for inhabitants, science & research, cultural education and healthcare and office buildings. If such buildings are necessary, it’s required to take corresponding building sound-proofing measures. During the process of new rural construction, the local planning department should make reasonable planning for the settlements near the airport and provide space for the airport development. This evaluation adopts Leq (equivalent continuous A-weighted sound pressure level) as the noise evaluation to forecast and analyze the noise impact on surroundings of the Shangrao Airport. The forecast and the Leq evaluation show a certain degree of sensitive point overproof around the airport. Therefore, this evaluation mainly proposes sound environment protection measures for the Leq forecast results. (1) Determination of Noise Reducing Measures In view of the requirements of WBG that the necessity of environmental protection oriented removal depends on whether there is any economical and feasible

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noise reducing measures. According to the environmental evaluation and analysis, with the Leq proposed by WBG as the evaluation method, there are about 227 residential houses which will experience noise impact around the airport, but the overproof amount is less than 5dB, which shows a medium or small degree of noise impact, so it’s planned to use sound-proofing doors and windows with sealing measures for sound-proofing of the natural villages, so that both indoor and outdoor noises of such area can meet the corresponding noise standard requirements and also meet the residential requirements. (2) Effect and Development of Sound-Proofing Measures To make effective use of the land around the airport, sound-proofing measures can be taken for the transition area with Leqd 45~51dB (A) around the airport to reduce the impact of airplane noise on the inhabitants. This is an internationally accepted way. The sound-proofing effects of domestic professional sound-proofing windows show below in Table 6-1.

Table 6-1 Weighted Sound-Proofing Amount of Each Level of Sound-Proofing Windows

Level Weighted Sound-Proofing Amount ( RW) Ⅰ RW≥45 Ⅱ 45> RW≥40 Ⅲ 40> RW≥35 Ⅳ 35> RW≥30 Ⅴ 30> RW≥25 For buildings within the area with daytime equivalent A-weighted sound pressure level Leqd 55~58dB(A) and night equivalent A-weighted sound pressure level Leqd 45~48dB(A), level-V sound-proofing windows (weighted sound-proofing amount:

30>RW≥25) can be used to realize 20dB of the sound pressure level difference between indoor and outdoor; For buildings within the area with daytime equivalent A-weighted sound pressure level Leqd 58~61dB(A) and night equivalent A-weighted sound pressure level Leqd 48~51dB(A), level-IV sound-proofing windows (weighted sound-proofing amount:

35>RW≥30) can be used to realize 25dB of the sound pressure level difference between indoor and outdoor;

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At present, 30~35dB sound-proofing windows have been put on the market and have received good effect on traffic noise control. However, there is no successful experience in China in the aspect of airplane noise control for airports. According to the actual situation of the residential houses around Shangrao Airport, the sound-proofing measures proposed by this evaluation mainly consider the sound-proofing measures of doors and windows. Domestic sound-proofing windows have various types including normal ones, natural draught ones and forced draught ones, the last of which is proposed for schools to meet the requirement on draught amount; general residents are proposed to use normal or natural draught sound-proofing windows.

(3) Expenses of Village Sound-Proofing Treatment Measures It’s planned to use sound-proofing doors and windows with sealing measures for sound-proofing of the natural villages, so that both indoor and outdoor noises of such area can meet the corresponding noise standard requirements and also meet the residential requirements. In view of social stability, this sound-proofing treatment plan will proceed with village as the unit. According to the evaluation impact scope, it will influence a total of 563 residential houses (comprising of 227 houses with noise impact), including 110 residential houses in Xiawutang and 71 in Shanghuangwu in Zhunqiao Township of Shangrao County, and 90 residential houses in Beilong and 230 in Cangting in Zaotou Town of Shangrao County, and 62 in Xujia in Tashui, Maojialing, Xinzhou District.

As counted by 2020, the door and window area of each house is 70m2, with the unit price of windows of 500 yuan/m2, so the calculated expenses for the sound-proofing measures will reach 19.95 million Yuan totally, with detailed evaluation results below in Table 6-2. Table 6-2 Overview of Sound-Proofing Measures and Expenses for Each Natural Village in 2020

Total Price Sound-Proofing Unit Price (10 thousand Sensitive Points Residential Houses (10 thousand Houses yuan) yuan) Xiawutang 110 110 3.5 385 Shanghuangwu 71 71 3.5 248.5 Beilong 90 90 3.5 315

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Cangting 230 230 3.5 805 55 3.5 Tashuixujia 62 241.5 7 7 Total 563 563 / 1995 (4) Expenses of School Sound-Proofing Measures

According to the forecast results, among altogether 14 schools within the noise evaluation scope, only the night noise of Cangbei Primary School reaches 45.0dB. However, as there are no teaching and studying activities in Cangbei Primary School after 22:00 and no students stay in the school at night, there is no need to take noise treatment measures for this school. (5) Total Noise Expenses As the Shangrao Airport project involves no environmental protection oriented removal at this phase and no measures are necessary for the overproof night noise in the school, the expenses of environmental protection measures at this phase only includes the fees for residential house sound-proofing measures, i.e. 19.95 million yuan in total. (6) Noise Treatment Instructions For the fact that Shangrao Airport meets the current noise evaluation indices and standard, but is overproof in inhabitant quantity and WBG proposed evaluation Leq as well as its standards, we think that many conditions have not been fully implemented, such as Chinese airport construction review program and conditions closely related to noise influence such as flight quantity, flight timetable and airfield operation situation. In addition, the current noise forecast results of Shangrao Airport are based on analogical data and airline operation parameters, so the airport operation will change as the related parameters are adjusted, which will lead to a great change in Leq forecast results. Therefore, we suggest that for the overproof noise forecast of Shangrao Airport, we solve future possible noise interference through a combination of operation period tracking and monitoring as well as supplemental noise calculation methods, detailed as follows: ① After the airport goes into operation, noise tracking and monitoring will be adopted for villages close to the airport and villages with overproof forecast.

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Generally speaking, the flights of airports divide into two seasons each year, so it’s required to monitor noises twice each year. Once it’s overproof, immediately use the preserved noise expenses to implement measures. As the flight quantity of Shangrao Airport will keep growing, it is suggested that we should implement noise measures step by step to reduce social influence. ② As noise monitoring can reflect noise effects only on the day of monitoring, the actual noise effects of the airport operation will change with comprehensive factors such as the weather. Therefore, after the airport goes into operation, the airport management department can entrust a related qualified organization to calculate each year’s daily noise effect based on the annual airport operation parameters and take the calculation results as the basis for noise effect analysis and feasible measures. 4.1.4 Estimation result of long-term noise 4.1.4.1 Estimation parameters

(1) Conditions of long-term runway Shangrao Airport long-term goal in 2040 of that year, to the Northeast extension of runway will be extended by 200m and length of 2600m. (2) Air traffic Dated 2040 aircraft sorties for 17143 sorties, daily landing 47 sorties. (3) Models of combination forecasting See table 4-3-1 for combination forecasting model. Table 4-3-1 Table for forecast of airplane model combination

Representative airplane model and proportion Year Category Subtotal B (EMB145, CRJ) C (B737, A319, A320) D (B767, A310) 2040 Domestic 15% 70% 15% 100% (4) Shangrao Airport in different time flying sorties proportion Long-term target different time flying sorties proportion at present cannot determine by 2020, estimates the forecasting parameters. (5) Proportion of different course The long-term goal of different routes of takeoff and landing proportion at present cannot determine by 2020, estimates the forecasting parameters. (6) Flight program

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Late 2040 due to the extension of the runway and routes of factors such as increased, so the flight procedures need to design, estimate the flight procedure was used in this phase of the 2020 project flight program. 4.1.4.2 Estimation results

(1) LWECPN contour lines and the estimation results in 2040 In 2040, Shangrao Airport estimates obtained by aircraft noise cover are shown in table 4-3-2. Estimation results of aircraft noise of sensitive points are shown in table 4-3-3, 4-3-4. Aircraft noise estimation of contour map of figure 4-1-12.

Table 4-3-2 Estimated coverage area of airport noise Unit: km2

LWECPN sound level range (dB) Year >70 >75 >80 >85 >90 2040 6.250 2.456 1.080 0.618 0.474 Table 4-3-3 Estimation results of airplane noise of sensitive points such as school and hospitals Unit: dB

No. Name of Sensitive Point Noise estimation value in 2040 1 Gongjia kindergarten 59.3 2 Longhua School 62.4 3 Aimin Hospital 61.3 4 Zhongtan Primary School 64.7 5 Cangbei Primary School 71.8 6 Longfeng kindergarten 61.4 7 Xiangshan Primary School 64.2 8 Masters School 64.2 9 Aixin kindergarten 62.1 10 Yangshi Primary School 66.6 11 Yangshi geracomium 67.6 12 Yuantang Primary School 60.9 13 Zhoudun Primary School 56.5 14 Luojia teaching point 67.7 15 Zhouwu Primary School 68.5

Table 4-2-9 Estimation result of airplane noise LWECPN of Village sensitive points (representative point) Unit: dB

No. Name of Sensitive Point Estimated value of noise in 2040 1 Gongjia Village 59.3 2 Wangjia 64.1 3 Kejia 62.7 4 Laowushandi 61.3 5 Wangjiashan 62.4 6 Xiazhou 62.7

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7 Zhongtan Village 64.7 8 Shangzhou Village 62.8 9 Park 64.6 10 Liujia 63.7 11 Xiajia 62.6 12 Xujia 74.7 13 Zhangjia 65.1 14 Beilong 73.0 15 Cangdun 71.8 16 Cangting 72.4 17 Xujia 62.6 18 Fujia Village 66.2 19 Zhoujia 69.7 20 Xiejia 61.4 21 Wanli 68.1 22 Maowan 65.5 23 Mountain foot 63.3 24 Wangsidun 69.3 25 Xinwuqiaotou 63.2 26 Caijia 62.6 27 Chengjiabao 64.2 28 Wangjia 62.1 29 Luosiwan 60.2 30 Xiaojia 62.0 31 Shigu 65.1 32 Qianshan 68.1 33 Zhoujia mountain 60.5 34 Zhongjia 59.7 35 Yueshi 66.6 36 Fujiashi 66.4 37 Zhangjiadian 69.0 38 Xia Village 61.9 39 Zhucunwan 66.3 40 Yuantangwu 60.9 41 Shangwan 63.9 42 Qianshan 56.0 43 Zhoudun 56.9 44 Shanbei 71.0 45 Zhouwu 68.5 46 Xiawutang 74.0 47 Huangwu Luojia 67.7 48 Shanghuangwu 73.2 49 Wayaodi 60.9 50 Fangcun 60.4 51 Maowan 60.4 52 Majia 58.1 53 Linjia 58.7

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54 Shantou 63.3 4.1.4.3 Evaluation of long-term airplane noise

(1) Evaluation of LWECPN of sensitive points such as hospitals and schools of Shangrao Airport According to the estimation results in 2040, listed in the table, the sensitive points in addition to Cangbei Primary School, other schools of the hospital were not exceed the standard, in which the noise decibel value was highest in the Cangbei Primary School 2040 noise estimation value reached 71.8dB, over a class of 70dB standard. (2) Impact of airport noise on adjacent village group According to estimation results of villages in 2040, representative point of the noise are exceed the standard, because the inhabitants of dispersive distribution, group Xiawutang and water tower Xujia has scattered residents into the 75dB contour of range, Xiawutang group has 26 households, 130 people enter, water tower Xujia 12 households 60 people enter。Overall, to 2040, airport to periphery effect is not significant. 4.1.4.4 Long-term noise control range

Due to long-term noise in the existing conditions, estimation, so as to noise abatement measures put forward basis, we as long as the basis of long term noise calculation results suggested Shangrao Airport surrounding land use control range. According to 70dB range in 2040, we will track the ends of each 3km, both 500m range is determined for the airport noise construction control area. See the specific scope of the pictures.

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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 Change Land use type Area of Area of Change amount Class I evaluation area occupied area proportion Class II category 2 2 2 category (hm ) (hm ) (hm ) (%) Dry land 63.84 6.0644 -6.0644 9.50 Farmland Paddy field 6222.63 17.8689 -17.8689 0.29 Forest land 5298.29 104.8156 -104.8156 1.98 Forest land 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 Orchard 5.54 0.1443 -0.1443 2.60 Field Tea garden 333.97 0.9935 -0.9935 0.30 Residential Urban residential land 307.90 0 0 0 land Countryside homestead 1053.64 2.8862 -2.8862 0.27 For public For science and education administration 27.87 0 0 0 and public services Industrial Industrial land use 145.59 0 0 0

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warehouse land Bare land 131.78 0 0 0 Other land Ridge of field 26.02 2.6079 -2.6079 10.02 River water 495.10 0 0 0 Water and Reservoir water 85.03 0 0 0 land for water Pond water 197.11 6.0337 -6.0337 3.06 conservancy Ditch facilities 101.97 0.9191 -0.9191 0.90 Inland Beach 78.88 0 0 0 Land used for highways 156.81 0 0 0 Land for Rural road 133.99 1.3421 -1.3421 1.00 transportation Airport land 0 - +148.8573 Subtotal 15188.86 148.8573 0.98 It can seen from Table 5-1-1 that during the construction period of the project will cause the 148.8573hm2 to land into the airport, evaluation area accounted for only 0.98% of the total land area, land use pattern of evaluation area less effect. The airport construction so that the original grassland area decreased by 28.8%, so that the original dry land area reduction of 9.5%, at the completion of land fill delimit and reclamation work, ensure that the quantity and quality of cultivated land in the condition of not reducing, project construction on regional agricultural production influence is very limited. In addition, the land before the construction project construction compared to a decrease of 1.98%, although the proportion of small, but in order not to affect the evaluation area woodland of original soil and water conservation, water conservation ecological function, in accordance with the relevant provisions to forest land requisition-compensation work, as well as the vegetation restoration and landscape work. Airport Road projects all front to commandeer land 27.8 hm2. In addition to construction site, temporary road, material yard and other temporary land. The expropriation of land occupied land cover types are permanently change, land vegetation removed permanently, the functions of land use change, surface covering properties change. The temporary occupation of land surface vegetation destruction, surface properties change, regional surface exposed to increase, environmental stability decreases, for wind, hydraulic action sensitivity enhancement, more prone to deterioration of ecological environment. In addition, road construction to take up

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civilian curtilage, will cause the relocation of residents, to occupy the new land. However, Airport Avenue project covers an area of small, supporting pipeline engineering and drainage engineering without permanent occupation, not on land use pattern produces an effect.

4.2.1.2 Impact analysis of vegetation (1) Biomass loss Construction period to evaluation area vegetation mainly manifested as airport terminal area engineering, site formation, Earth cut and fill the original soil structure is changed, the destruction of the original vegetation of the area, resulting in vegetation composition and structure to change, which causes the plant biomass loss. Through consulting relevant literature collection of plant communities, the local forestry departments have investigation on evaluation area; the main type of plant community biomass is estimated in Table 5-1-2.

Table 5-1-2 Statistics of plants biomass in evaluation area and occupied area

Average Evaluation area Permanent occupied area Vegetation type biomass Area (hm2) Total biomass (t) Area (hm2) Total biomass (t) (t/hm2) Broad-leaved 65 3535.41 229801.65 0 0 evergreen forests Grassland 10 43.14 431.4 5.1816 51.816 Evergreen coniferous and Ye 60 1884.83 113089.8 104.8156 6288.936 Lin Shrub 65 180.81 11752.65 0 0 Artificial planting 55 5.54 304.7 0.1463 7.9365 orchard Artificial planting 40 333.99 13359.6 0.9935 39.74 tea garden Artificial 15 6285.43 94281.45 32.4333 486.4995 cultivation of crops Subtotal - 12269.15 463021.3 143.5703 6874.928 Note: the table of natural vegetation in the average biomass with reference to Fang Jingyun as China's forest vegetation biomass and net production (Journal of ecology, 16 ( 5): 497-508) of the relevant data. By Table 5-1-2, according to the type of plant community distribution estimation of biomass in the evaluation area totaled approximately 463021.3t, airport permanent region accounted for biomass is 6874.928t, accounting for evaluation area plant biomass 1.48%. construction plant biomass loss is relatively small

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(2) Analysis of agricultural production impact The airport project will occupy cultivated land of 23.9333hm2 (including paddy field of 17.8689hm2, dry land of 6.0644hm2, 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. according to the average yield of 55t/hm2 project area of fruit trees, tea yield average 40t/hm2 calculation of the project occupies garden will make biomass yield reduction of 47.6765t/a. In the process of construction, transport vehicles, construction machinery and personnel will be on the adjacent farmland interference, construction site and soil loss water may enter the field, affecting the normal agricultural production. (3) Analysis of influence on forestry resources Forest land are the important natural resources and strategic resources, forest

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survival and development foundation, is non-renewable resources. Construction of forest land requisition and occupation in pine, slash pine, Sugiki, broad-leaved tree (camphor tree). The project will lead to regional forest resources decrease of 108.1356 hectares, the area of masson pine, Sugiki, slash pine processing products and Camellia edible oil products supply capacity with the forest land resources reduction. Thus, the construction unit and the local government should timely implementation of compensation funds, and guide farmers to forest vegetation remote recovery, reduce project construction of commodity forest resource, forest products supply capacity and farmers' revenue. (4) Protect the plants and trees effect Through on-site inspection, project use forest land is distributed with the state protection of two species of camphor tree, by sampling measurement, distribution of 3,722 strains of Cinnamomum camphora, will be composed of land units employ a quality, strong technical force units responsible for transplant processing, where the township forestry and Forestry workstation is responsible for the supervision and technical guidance for transplant, Shangrao County and Xinzhou forestry management. Transplant locations proposed location in short distance, with corresponding scale, have the ability to receive the number of nursery. Camphor tree transplant is nearly not far away, so transplant location principle of distance camphor tree original grow closer, if make sure transplant after the nursery and growth in the same spatial geographical unit, climate, soil, illumination, moisture and other similar environmental conditions, at the same time with the artificial careful conservation, camphor tree transplant in ecological suitability angle is feasible. 4.2.1.3 Analysis of animal impact

(1) Influence on Amphibians The region accounted for amphibian animal mainly for frogs, located in river beach, farmland. In the process of construction, mechanical operation of the amphibian animal habitat from destruction, may also cause damage to the individual. But construction never on evaluation area amphibian animal population and the

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number of significant impact, therefore, during construction, through the strengthening of the construction workers of wild animal protection knowledge propaganda, careful to avoid, can prevent the amphibian animal effect. (2) Effects on reptiles Occupied area reptiles including snakes and lizards, animal. In the process of the construction of large machinery, transport vehicles are likely to hurt some reptiles, and forcing them to escape from the construction area . Because of the regional human activities have more frequent, wild reptile animal population distribution is relatively small; and the construction is the process of gradual development therefore, in the process of construction, the region will be moved to the outside of the region of reptiles similar habitat, not causing regional reptile population was substantially reduced. (3) Effects on mammal Occupied area wild mammal animal less species, including rats, bats animal. Rodents are mainly distributed in the scrub and residential area near; Vespertilionidae belongs to the carnivorous species, mainly distributed in the mountain area in the cave. The region accounted for in the national and provincial key protection wild mammal animal distribution project construction will force the regional animal to move it, but because the engineering construction area is small, and the near and the similar living environment is easy to find, disturbed animal can be found in the adjacent area to find a suitable living environment, migration path unobstructed, species number won't have big wave motion. But attention should be paid to protection, forbidden chaos catch excessive hunting of wild animal resources, ensure no damage. (4) Effects on the birds This project will occupy part of pond, orchard, grass and forest. During construction, engineering construction will destroy the original vegetation and habitat, leading to loss of habitat and food source, the birds, and foraging will effect. At the same time, in the construction process, frequent activities of the personnel, engineering machinery operation with the traffic will be in the regional activity of birds produce larger interference.

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4.2.1.4 Impact analysis of water and soil loss (1) Earth balance analysis The project total Earth 6160000 m3, among them: cut a total of 3170000m3, fill gross is 3090000m3. Earth after balance adjustment produces waste 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)

temporary temporary piling of

Direct assignment Useof quantity Borro

surfacesoil

Excavation Backfilling Spoil

Sub In Out wing

Type

No.

Quantity Quantity Quantity Quantity

area

Source Source

Usage Usage

Withinbackfill

274.7 248.4 area

Flight area Flight Earth 19.13 (ii) 7.20 4 1

(i) Surface

27.68 27.68 28.42 soil 302.4 276.0 Subtotal 19.13 (ii) 28.42 7.20 2 9

backfill area backfill

Within

Terminalarea Earth 13.84 32.17 19.13 (i) 0.80

(ii) Surface

0.71 0.71 soil Subtotal 14.55 32.88 19.13 (i) 0.80 Temp Earth orary Surface land 0.03 0.03 (iii) soil for constr Subtotal 0.03 0.03 uction 288.5 280.5 Earth 8.00 8 8 Subtotal Surface 28.42 28.42 28.42 soil

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backfill area backfill

Within 317.0 309.0 Subtotal 19.58 19.58 28.42 8.00 0 0

Earth Flow Diagram (2) Prevention sub-area of water and soil loss According to the engineering characteristics, the main part of the project layout, probably caused by the water and soil loss water and soil loss, responsibility to prevent and control objective, the control of project water and soil loss prevention area is divided into 3 prevention areas-prevention area of flight area, prevention area of terminal area and prevention area of temporary land for construction as follows: ① Prevention area: flight area including runway, anti blow Ping, runway end safety zone, taxiway, apron, paddock Road, near the light, navigation station and Station Road, covers an area of 135.39hm2. water and soil loss the emphasis of prevention is to do a good job of plant site drainage, slope protection and greening in the process of construction, as well as temporary protection. ② Prevention area of terminal area: includes the terminal building, air traffic

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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

Prevention sub-area of Features of water and soil No. Area (hm2 ) Main construction contents water and soil loss loss Including the terminal building, air Engineering punctuates traffic control building, tower, parking, distribution, water and soil 1 Terminal area 13.47 cargo area, auxiliary production and loss forms to surface office, life service facilities erosion The runway, anti blow Ping, runway Engineering distributed end safety zone, taxiway, apron, linearly, water and soil loss 2 Flight area 135.39 paddock Road, near the light, water and soil manifested as navigation station and station road herpes. Loss form diversity, Construction Internal road construction long 1500m, surface erosion, gully 0.05 path excluding column added covering erosion and other forms Arrangement of 4 construction site, Temporary Construction -- respectively arranged in flight and Engineering punctuates 3 land for site terminal area, no new area distribution, water and soil construction Piling area 3 surface soil pile soil fields in total loss forms mainly for of surface -- are located on the flight zone, no new surface erosion soil area

(3) Forecast Range and Forecast Period ① Forecast Range According to the construction characteristics, water and soil loss predicted range includes flight zone, terminal area, temporary construction land and other 3 areas.

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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 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

Forecast period (a) No. Forecast sub-area Construction preparation Construction period Natural recovery period period 1 Flight area 1.0 3.0 2.0

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2 Terminal area 1.0 3.0 2.0 3 Spoil ground -- 1.0 2.0 Temporary land for 1.0 1.0 2.0 construction 4 Among them: temporary -- 1.0 -- piling area (4) Amount of water and soil loss that may be caused ① water and soil caused flight zone loss area is 125.39hm2, according to the construction preparation stage construction stage 1.0A, 3.0A, 1.0A to predict natural recovery period may cause the water and soil loss quantity. Through calculation, water and soil loss flight area of a total of 61348t, add water and soil loss 56428t. ② terminal area: water and soil loss caused the area of 12.47hm2, according to the construction preparation stage construction stage 1.0A, 3.0A, 1.0A to predict natural recovery period may cause the water and soil loss terminal area water. By calculation, and soil loss 6002t water and total, soil loss added quantity is 5829t. ③ construction of temporary land use: water and soil loss caused a total area of 11.05hm2, according to the construction preparation stage construction stage 1.0A, 1.0A, 2.0A to predict natural recovery period may cause the water and soil loss. By calculation, construction of temporary land use during construction water and soil loss total amount is 2901t, add water and soil loss 2758t. ④ construction of temporary land use: water and soil loss caused a total area of 11.05hm2, according to the construction preparation stage construction stage 1.0A, 1.0A, 2.0A to predict natural recovery period may cause the water and soil loss. By calculation, construction of temporary land use during construction water and soil loss total amount is 2901t, add water and soil loss 2758t. The project is probably caused by the water and soil loss 70579t water and total, soil loss added quantity is 65338t. New water and soil loss occurs mainly in the construction preparation stage and construction stage; construction may cause the water and soil loss Table 5-1-6-Table 5-1-8.

Table 5-1-6 Table for summarization of total amount of water and soil loss and new increase

of water and soil loss

No. Forecast period New increase quantity of water and Quantity of water and soil loss (t)

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soil loss (t) Quantity (t) Proportion (%) Quantity (t) Proportion (%) Construction 1 16897 25.86 17909 25.37 preparation period 2 Construction period 48283 73.90 51209 72.56 Natural recovery 3 158 0.24 1461 2.07 period 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

Totalamount water of

Area of erosion ( erosion Area of

soil erosion (t/kmerosion soil value Background of

New loss increase of

Time(a) erosion of

Module of erosion Module

after disturbance

Loss quantity ofquantity Loss

and soil erosion and

Forecast period

Forecast unit

background

(t/km

quantity

No.

(a)

(t) (t) (t)

·a)

)

Construction 730 11960 125.39 1 915 14997 14081 preparation period Construction Flight area 730 11960 125.39 3 2746 44990 42244 1 period Natural recovery 730 790 86.15 2 1258 1361 103 period Subtotal 4919 61348 56428 Construction 320 11960 12.47 1 40 1491 1452 preparation period terminal Construction 320 11960 12.47 3 120 4474 4355 2 area period Natural recovery 320 790 2.36 2 15 37 22 period Subtotal 175 6002 5829 Construction 480 7360 3.9 1 19 287 268 Temporary preparation period land for Construction 480 7360 3.9 1 19 287 268 constructio period n Natural recovery 480 980 3.01 2 29 59 30 3 period Construction In which: 480 14350 7.9 1 38 1134 1096 period Temporary Natural recovery piling area 480 14350 7.9 1 38 1134 1096 period Subtotal 143 2901 2758 Total 70251 65015

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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

Area of Damage to soil Spoil, abandoned Total Additional

No. disturbed and water stone, waste amount of Forecast unit soil original conservation residues water and erosion (t) landforms (hm2) Facilities (hm2) (10,000m3) soil loss (t) 1 Flight area 125.39 93.02 7.20 61348 56428 2 terminal area 12.47 10.12 0.80 6002 5829 Temporary land 3 11.05 3.01 2901 2758 for construction 4 Subtotal 149.66 106.15 8.00 70251 65015 Remarks: Temporary land for construction comprises flight zone and construction site in terminal area, surface pile field and road construction area with the listed area not calculated again.

(5)Analysis and evaluation of water and soil loss harm Water and soil loss hazards are often has potential, if the formation of water and soil loss hazard and executive management, it will cause the land resource and land productivity decline, and manages difficulty to increase, the cost increase. This project is in construction process, will disturbingoriginal landforms, damage to land and vegetation, such as not to be reasonable control, will be likely to land resources, ecological environment and water conservancy facilities to bring adverse effect is mainly manifested in the: ① Destruction and impact on land resource The project building occupied land, changing the original surface, damage to vegetation, soil layer and the vegetation layer is excavated, peeling or buried, so that the area of bare land area increase, reduce soil erosion, increase the water and soil loss . The amount of construction land productivity caused by short-term decline or loss, on the the surrounding crops and land use, agricultural production will cause adverse effect to the project, vegetation restoration and land management to increase the difficulty. ② Effect on regional ecological environment Project area, a beautiful natural environment, rich in tourism resources, there are Shangrao, Sanqingshan contents in concentration camps, tourist attractions such as the area, terminal, flight area, construction of temporary land area construction, will

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damage the original landform and vegetation, disruption of the surface layer of the physical structure, reduces surface corrosion resistance to scour, on regional ecological environment caused some adverse effects. ③ On the river, Feng River and area of water conservancy facilities The project is located at the letter and Feng River nearby. Construction process such as not to take timely and effective compaction, blocking, precipitation, mulching, loose soil, stone, slag under the action of precipitation is likely to enter into letter Feng River and near the water, on the river, Feng River and the area of water conservancy infrastructure and water will cause a certain impact. 4.2.1.5 Ecological impact analysis of relocation area

(1) relocation area Placement location altogether has three, is located on the north side of the first Huangwuluojia, 14 villagers resettlement planning, combined with the two road construction, street to the nearest settlement; Sites within the need for demolition of the 14 residents, 22 homes, a building area of 6469.76m2, according to the local power supply department provides information, site within a 110KVMaozao Line, 110KV WangZao Line and 10KV respect the bridge wire feeder through tea plantation, it needs moving. By Sanqingshan Airport limited company and village collective responsibility through and was taken family negotiation mode, arrangement and taken before the equal area curtilage base, ensure that the new homestead " three links one ping" and other necessary infrastructure facilities in full consultation and field investigation, the selected in the group Shanghuangwu 600m north region reconstruction of the placement. Resettlement area landforms as shown in photos, see Figure 5-1-1 for placement points.

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Relocation Area

Second are located in Zunqiao Township town on the north side of the mountain, Peng Shan Pai Village, near the village of Zunqiao Township, within the airport operation, affected by noise in the village relocation resettlement; third at the soap weeks on the south side of the road, opposite the village of snail Bay, the settlement was Zaotou Town within the airport operation, affected by noise the village relocation resettlement. (2) Analysis of ecological environment impact Shangrao Sanqingshan Airport Zunqiao Township limited and the commitment of the government, will be responsible for the new resettlement location of water, electricity, road infrastructure complete and mastery. Because of the early need for ground leveling, water, electricity, access and drainage project, excavation in the earth and landfill process, on the original vegetation and soil caused destruction. In the construction period of the destruction of vegetation and surface soil structure changes, so that the surface exposed in rain, under the influence of easily lead to soil erosion. Therefore, during construction, need to do a good job of drainage facilities, on an exposed surface pile soil and slope to take soil and water conservation measures, such as the rain with a tarp cover, or to build temporary debris Hom and precipitation pool, reduce the water and soil loss. in addition, resettlement area construction, the region 's original forest and grass ecosystem into residential construction land, land use pattern change, but as a result of the occupied land area is smaller, at the regional level changes were not significant. Resettlement area construction period influences water and soil loss, as an area

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of small perturbations, taking reasonable measures of soil and water conservation condition, the ecological effects are acceptable. 4.2.2 Ecological Impact Analysis during Operation 4.2.2.1 Impact Analysis of Vegetation

After completion of the airport, project operation not on surrounding areas of vegetation composition, structure and diversity of adverse effects. The airport through planting greening measures such as field, supplemented by regular maintenance, can improve ecological environment quality. 4.2.2.2 Impact Analysis of Animals

In initial stage of operation, the airport around birds by strong noise frightened to fly away from the airport area, affecting their normal activities. But the effect is temporary, as operation time, birds on noise adaptive, thereby restoring the normal living habits. In addition, in order to ensure aircraft safety, also near the airport birds were expelled, it will also have a certain impact on the environment in which they live, but these effects are mild, not on the existential threat, therefore it is acceptable. Airport construction area raw I activity is frequent, there is no national key protected wild animal activities, and other small mammals (such as rats, rabbits and so on) and frogs animal belongs to the existing airport and the surrounding region common animal, have to airport noise has certain adaptability, therefore, the airport operator, airplane noise on the animal 's limited impact. Airport runway built after operation, aircraft taking off and landing vehicles will gradually increase, increased airplane noise airport on regional activity of birds can generate interference, which frightened and fly away; but, in order to ensure flight safety, airport driving birds measures taken with the aircraft taking off and landing vehicles increases and continue to strengthen; thus, the airport region of birds will also have an impact . Because the airport and the surrounding region does not belong to birds endemic habitat, and, most birds at the airport expansion has been in the area, show the airplane noise degree of adaptability, therefore, the airport expansion project operation after airplane noise on bird populations and dynamic effect of limited, and is acceptable.

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4.2.2.3 Safety impact analysis of bird impact

The completion of the airport operation, aircraft taking off and landing vehicles will be gradually increased, increasing the aircraft noise around airport on regional activity of birds can generate interference, influence of bird to normal activities; on the other hand, birds on the flight safety of aircraft will also pose a threat to birds, severe crash injury, especially in larger birds, and even cause plane crash. Therefore, the plane and the relationship among birds, not just the ecological impact of the problem, but also a safety issue. According to the International Civil Aviation Association (HACO) using radar network and other advanced means to study migratory pattern data investigation, hit rate is the highest for the migratory season, is also flying with the birds of contradictions between the time aircraft and bird impact mainly in low altitude and low altitude flight, in the taking off and landing. 90% bird strikes occurred height less than 600m. In addition to the migratory process, common bird in 150m height range, few birds at the height of 500-1500m flight and very few birds in flight at 1500m. Airport construction area because of the convenient traffic, frequent human activities, suitable for wild animal habitat is not much, wild animal resources are less. Airport and the surrounding region does not belong to birds endemic habitat, nor in the major bird migration channel is arranged. Therefore, the airport operation after the aircraft collided with the hidden trouble of birds are relatively small. But from the operation safety consider, airport must take the measure of expelling bird; selection of advanced bird facilities, avoid bird strikes. According to machine the perimeter of the airport land use status, airport driving birds staff should do the daily patrol nurses, understand bird population characteristics, year/day activity rhythm and habitat condition; establishment of bird strike prevention management system, using a variety of bird facilities and equipment, a variety of means to change of combination use, minimize machine bird collision probability. (3) Protective measures for Camphortree transplanting After investigating the scene, the project occupies the area of the state protection of two species of Camphortree, the forestry sector sampling measurement, distribution

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of Camphortree 3722 strains, by engaging qualified units, strong technical force units responsible for transplanting treatment, where the township forestry office and Forestry workstation is responsible for overseeing the transplanting and technical guidance, and Shangrao County District Bureau of forestry management. Transplanting preliminary plan is as follows: (4) Measures for expelling bird In order to guarantee the safety of aircraft taking off and landing, airport operation need to set up a bird driving team, develop special management system, set up special funds for the bird. 1. System management (1) Detailed record of daily inspection results will be a day of birds, bird driving information carefully documented, accumulation of birds audio and video information, and regularly on the data analysis; (2) Bird driving process, if found to pose a threat to the safety of aircraft taking off and landing a bird or birds to tower staff feedback information, so that the control tower personnel to quickly and accurately to flight commander and crew feedback; (3) Collection of relevant in the airport or surrounding the airport on the aircraft operation constitutes a potential dangerous bird information, and submit the information to Chinese civil aviation airport bird strike prevention system, to the International Civil Aviation Organization (ICAO) input to a bird strike information system (IBIS); (4) Hold regular bird strike prevention training class, and hire professionals to bird driving members and bird related business training. 2. Bird driving equipment application Single bird facilities cannot effectively solve the bird problem and take a variety of means of combination. (1) The gas gun and rifle used in combination, mainly to the gas gun; (2) In the terminal building, drainage ditch, billboard top for perching birds activity corners, set some bird driving device (steel thorn, wind wheel, rolling board) to prevent birds in flight area of a large number of activities;

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(3) The bird driving process, to drive off the birds is appropriate, achieve person and the harmonious coexistence of birds, and reduce the shotgun hunting activities. 3. Ecological environment governance (1) Each year for RCC and mowing work, effective compaction can reduce the ground grass animal bird attract, a full range of mowing grass high job control in between 13-15cm, can effectively reduce the birds in flight area of the habitat, and to prevent a large amount of strong plant to attract birds; (2) Each year to organize manpower to the flight area of the drainage ditch sediment treatment, to prevent the breeding of mosquitoes and other aquatic organisms to attract birds to feed; (3) Every spring in flight area of casting their medicine, summer spray insecticide, rodent and pest control can effectively reduce the birds came to the airport to foraging activity; (4) Regularly to the airport perimeter residents propaganda feeding Columba Livia on flight safety hazards, and local government communication, introduced on airfield clearance zone banned, flying pigeon rules, is strictly prohibited in the airport perimeter folk racing; (5) to the garbage closed, rapid recovery and treatment, with the local government to coordinate, control and reduce airport residential area nearby landfill, farm, crops (plant) sunning yard, fish ponds and attract birds, trees and other crops. 4.2.2.4 Impact analysis of water and soil loss

The initial run, retaining engineering, slope engineering, drainage engineering, land consolidation engineering of soil and water conservation measures, the water and soil loss is effectively controlled. For the vegetation measures for protection of some engineering unit, in plant measures has not been fully play the function of soil and water conservation, wind, rain and runoff scouring, still there will be wind and water and soil loss occur. The operation of the project, area land use types from the original slightly undulating terrain into flat hardening construction land, green spaces, water and soil loss strength relative to the building will be greatly reduced.

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4.2.2.5 Impact on pattern of landscape ecology

Airport expansion will make the original natural landscape pattern change. Because the airport construction will occupy part of the land, the original farmland, construction land and other irregular combination of rural ecological pattern, which will vary as a function of the airport terminal or living area. But as to meet the requirements of the green space system could also increase construction become a natural semi natural landscape zone, the future current in status environment will change into airport land use and related facilities and living facilities. The ecological environment will change, in the vicinity of the ecological environment will produce certain effect. 4.2.3 Protective Measures for Ecological Environment 4.2.3.1 Construction period

(1) Forest Compensation The acquisition and occupation of forest land for this project construction will to the extent reduce forest reserves and therefore, influence forest acreage in the project area. For the purpose of relieving adverse influence brought about by this project construction, safeguarding forest vegetation and maintain ecological balance, and in accordance with the section 18 of Forest Law of PRC, forestation must be carried in another land area with a minimum coverage of the original in acquisition of land. Such forestation shall be planned in compliance with woodland selecting, tree species selection, forest category planning, sapling acquisition and forestation schedule, etc. be careful to select tree species adhering to principles of matching species with the site and pay extra attention to quality control of the species to eliminate those of inferior quality and with plant diseases and insect pests. In accordance with G. C. Z. [2003] No.10 Documents of Provincial Departments of Finance and Forest and Notice of the Provincial Department and SFA C. Z. [2002]No.73 on Issuing Tentative Management Measures for Levying Forest Vegetation Restoration and Use Fees as well as the annexed section 6 of Tentative Management Measures for Levying Forest Vegetation Restoration and Use Fees, 721.0039 RMB shall be paid for restoration of forest vegetation. When conducting

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investment estimation for this project construction, restoration fees for forest vegetation had been aggregated into the construction budget. Shangrao Sanqingshan Airport Co., Ltd. guaranties that compensation fees for forest and its ownership will be in place. Therefore, survey and planning design, forestation construction, tending management, forest protection and fire prevention and pest and disease damage will be favorably funded. (2) Vegetation Protection and Restoration Measures Topsoil stripping and reservation are the key to ecological restoration, and all occupation land must be carried out topsoil stripping and mellow soil reservation process in the manner of individual stripping and restoration. Interim protection shall be conducted outside the temporary pile field, and other exposed surface applies to covering method for the time being. Once construction is completed, such soil will be used promptly to cover construction site and the outside interim land right after the completion of project construction. When conducting vegetation restoration work, select drought-enduring plants that can reserve soil as backbone species for the forestation, which will help comprehensive functions including forest plants reservation and aesthetics. (3) Camphor Tree Transplant Through on-the-site survey, there are camphor trees (belong to first-class plants under protection in China in area of this project. According to estimation by sampling of forestry department, there are Japanese camphor trees, which subject to treatment of unit with eligible qualifications and strong technical strength hired by land use unit, and forestry office and working station of the specific township are responsible of transplanting and technical instructions under overall management by Forestry Bureau of Shangrao County and Xinzhou. The provincial forestry department of Jiangxi Province issued G. L. H. Z. [2012] No. 96 to approve Work Scheme for Camphor Tree Transplant of Construction Project of Shangrao Sanqingshan Civil Airport, Jiangxi Province. Preliminary transplanting scheme are as follows: ① Transplant Time The best time for camphor three transplanting is early spring (February to April)

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or the period of October to late November, during which, climate proves moderate and proper for surviving and developing of camphor tree. This transplanting construction period lasts 133 calendar days, which was determined for the time being late winter and early spring. ② Transplanting Place Camphor trees shall be transplanted nearly rather than far away, which might bring about dehydration in trunk and roots of the wild camphor tree, and lead to breakdown of soil ball due to enduring transportation. In addition, as a result of different natures of the soils, the transplanted tree might be “unaccustomed”. Therefore, camphor trees shall be transplanted nearly in a place with relatively large size and favorable capacity. ③ Transplant Method Arrange short-distance transportation to ensure transplanting success for the said trees. ④ Transplant Unit and Expense Delegate unit with precious wild plants acquisition and transplanting qualifications to acquire and transplant these trees. Carry out an overall estimation pursuant to local wage level of Shangrao City, construction cost information from Jiangxi Province, actual materials and mechanical consumption level in the market, and taking into consideration actual possibility and technical difficulty to transplant camphor tree in mountainous area. ⑤ Precautions for transplant (i) Trimming before transplant Root cutting and pruning of camphor tree poses direct influences on its survival rate. Because of the complex process of transplanting, soil ball making, excavating and root cutting, the big camphor tree will be less capable of absorbing water, and therefore, pruning is a must and carried out to the extent possible. Live camphor tree can even be made baldness with only trunk left. However, proper treatment to the tree can be arranged for tentative visual effect and survival rate. (ii) Soil Ball in Transplanting

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Pay attention to moisture of the soil when transplanting. One or two days prior to the transplanting, adjust the moisture of soil according to actual status so as to avoid breakdown of soil ball. Emphasize the old soil ball and maintain 10-20 centimeters’ fresh soil. Bind up the soil ball with straw ropes and keep a relatively long taproot so as to avoid nutrient loss due to siphon action. (iii) Lifting in Transplanting Ensure sufficient strength when lifting camphor tree since it becomes extra heavy with soil ball. Select crane with a calibration two times the weight so as to ensure lifting safety and complete soil ball and bark. (iv) Water Table of Transplanting Place Excavate holes prior to transplanting camphor tree with a depth of around 1.3m if water table proves relatively high. Pave a layer of sand or bricks at the base for ventilation and penetration. Daub the wounds of the roots with mixed rooting powder prior to transplanting and backfilling work. (v) Watering after Transplanting Watering after transplanting of camphor tree is crucial to its survival. The first watering shall be adequately made to bind the soil and roots and ensure that no gaps between new soil and soil ball will still stay after planting. Water the trees once or twice. Spray water onto the dry straw ropes twice a day since low absorption capability of the big tree due to wounded roots and relatively high water table of the earth. (vi) Observation and Care after Transplanting Observe the trees frequently after transplanting work and promptly response to unfavorable living conditions. If the leaves become weak, check and see if the roots are already rotten through a hole made with spade. Cut off the observed rotten roots timely to the extent that no rotten spot remains. Cultivate and plant with topsoil thereafter and water the root with active element of 100 times dilution. Use trunk injection liquid when necessary. (4) Protection Measures for Animals Bird hunting in project area is strictly prohibited during construction work; pay

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extra attention to the protection to nests and bird eggs during reproduction period of April and August. Take positive measures to protect the wounded, hungry, weak and troubled birds and properly arrange construction schedule and method to reduce construction noise interference with the birds. (5) Influence Reduction Measures for Agriculture (i) As to the farmland facing earthwork construction, topsoil (about 20cm) stripping proves necessary prior to construction for storage or transfer to other areas serving as surface soil of farmland or forestation. (ii)As to the farmland occupied by this engineering, reasonable compensation must be made pursuant to relevant polices and regulations for benefits of farmers in surrounding areas. Monetary compensation will be implemented according to relevant local standards as to farmland occupied by this engineering. (iii) During the construction period, time and scope must be strictly controlled so as to reduce influence on agricultural production and living conditions of farmers in the surrounding areas. (6) Soil and Water Conservation Measures ① Prevention Area of Flight Area a: Prior to site leveling, conduct topsoil stripping with a total coverage of 276,800m3, and accumulate the topsoil separately in topsoil pile field. b: Prior to site leveling, make drainage ditches along edge of the leveling area, or start to excavate and punning for interim drainage facility. Prepare desilting basin in water outlet so as to reduce runoff sediments; during leveling process, excavate an interim drainage ditch along one side of construction road and allow it to connect with drainage ditches along edge of the leveling area and finally enter into Zhoutian reservoir, Xinjiang river or Fengxi river for the purpose of preventing ponding and turbulent flow of surface runoff. c: The construction area features a high relief, which keeps flood threat at bay. Water within the area can be drained away and led to outside drainage system. There are 5 water outlets in the airfield, rain water gathered in northern of the runway will be finally drained to Zhoutian reservoir or Xinjiang river via the outside drainage

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ditch, and water collected in the southern side will be drained to Fengxi River in the end through the outside drainage ditch; (i) Build cement laid stone ditch at the edge of leveling area of the airfield (set ditch cover between the terminal area and station site). Collect the drainage within the construction area and lead them to the outside drainage system from each water outlet, avoiding farmland to the extent possible. (ii) Build drainage ditches along slope of excavation areas of both side clearance areas and backfilling area so as to intercept and collect rain water into outside drainage system; (iii) Build intercepting drain at slope toe to protect the slope toe from watering. d: So as to prevent air flow blowing on the ground and crash between group of birds and the plane, plants and grass of low height will be planted in the airfield. e: Slope Protection Construction (i) Slope rate: As to slopes with height no more than 10m, take sloping naturally; as to slopes with height between 10 and 20m, take two-stage sloping method with lower slope rate of 1: 1.75 and upper slope rate of 1: 1.5. Build a platform with a width of 2m in the middle. (ii) Preventive measures: After leveling for this site, excavation slopes of 2438m and 6739m will be formed and further protected by stone grid made by wet masonry. ② Terminal Area and Prevention Area a: Prior to site leveling, conduct topsoil stripping within the area with a total quantity of 7,100m3. The topsoil shall be collected and piled up in pile field. b: Prior to site leveling, build interim drainage ditch along edges of the site, and sand basin at the water outlet so as to collect sediments in the runoff, after which, the rain water will be drained into Zhoutian reservoir or Xinjiang River. c: Adopt separate system for rain and sewage as to terminal area, and for the purpose of draining and collecting rain water in the site, build evenly rain pipes at both sides of main road, single side of secondary main road and rims of buildings. The water then will be collected by rain pipes and drained directly into municipal rainwater pipe network of the entrance road.

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d: Excavation slopes of 52m and 739m will be formed at the edge of the leveling area and protected by stone grid made by wet masonry; Drainage ditches will be built at excavation slopes and backfilling slopes. Ditches built at slopes of backfilling area is to intercept rain water in avoidance of protecting the slope toe from watering. e: Principle of “Combination of Point, Line and Plane with Assembly of Trees, Shrubs and Grass” will be adhered to in selecting trees for forestation according to partition forestation in functional area so as to build a terminal area of garden style with everlasting green trees and blossoming flowers. ③ Prevention area of temporary land for construction a: Construction Site After construction site leveling, build interim drainage ditches along edges of the sire to meet with airport drainage ditch. These ditches will drain the water finally into Zhoutian reservoir or Xinjiang River; after the completion of construction, clear and crash hardened layer generated in the construction site and then conduct backfilling work for this cleared layer. b: Topsoil Stack Field The quantity of temporary stacked soil in this project is 284,000m3. Three topsoil stack fields are set, all located in airfield and occupying an area of 7.90hm2. Specific layout of water and soil conservation measures are: No.1 stack field with 57,000m3. of soil occupies an area of 1.66hm2 and contains 570,000m3 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.

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④ Measures Regarding Water and Soil loss Due to Rainfall Shangrao City is in a humid subtropical monsoon region. The number of its average annual rainfall days is 157 with an average annual rainfall of 1901mm. Its rainfall is abundant all the year round. According to Shangrao's meteorological statistics from 2006 to 2010, throughout the year, rainfall of Shangrao from April to July is the largest and heavy rains often happen. Rainfall will affect the construction. Especially in heavy rain season, if we do large-scale soil excavation work, the rain will wash away quantity of soil and sand and damage the top soil layer, so to cause severe water and soil loss. Therefore, in despite of engineering measure such as setting barrel-drains to intercept ,collect and drain the rainwater to outside drainage system, avoiding the heavy rain season between April to July while leveling the earth-rock and averting setting temporary soil stack field in an upstream is suggested. At the same time, use soil bag wall for temporary block on the toe of side slope on soil stack field and build barrel-drains around it and set grit chamber in the tail of barrel-drains and cover exposed surface with tarpaulin. Ecological Protection Measures can be obtained in Figure 4-2-2. 4.2.3.2 Operation Period (1) Water and Soil Protection Measures After the airport construction is completed, the road surface of the airfield area will have been hardened and greened and the degree of the water and soil loss will be decreased greatly. The measure of sowing grass seeds in rows can be adopted in order to decrease the water and soil loss that might be caused by the interval space within the airfield. (2) Airfield Greening After the airport construction is completed, to green the airfield can beautify the environment and improve the quality of the ecological environment. In combination of the natural environment of the airfield area, select proper native plants which match with local climate and soil conditions, in accordance with different goals and functions of different areas in the airport, combine points (small lots of green lands near each single building), lines (boulevards and greenbelts on both sides of each kind

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of traffic roads) and faces (large lots of green land centralizing the terminal area) and elaborately deploy to achieve good greening effect. (3) Camphor Tree Maintaining after Transplant After the airport construction is completed, except for the greening works in the airfield area, transplanted camphor trees should be maintained with care to ensure transplant survival and well growth and the following points should be respected: ① Tree Trunk Support The trunks of the transplanted camphor trees must be fixed to prevent the crowns from becoming oblique as a result of wind, and fastening the root system is good for the growth of the root system. Generally, the three-bracket fixing method is adopted to support fastening trees to ensure the stability of the camphor trees. It can be withdrawn usually in one year after the root system of the camphor tree is well recovered. ② Watering and Fertilizer Management Conduct a penetrable irrigation once for the camphor tree after the transplant to ensure close combination of the root and the soil and boost root system growth. Then, conduct the penetrable irrigation for three successive times and then seal the tree stump or conduct plastic preservation of soil moisture to prevent the topsoil from dehiscence and being pervious to wind. In future, water the trees according to the changes in soil moisture. Watering should follow the principle of “watering dry soil only and penetrable watering only” and spray more water onto the earth’s surface and the crown in summer to increase ambient humidity and reduce steam rising. Apply quick-acting fertilizer once in the first autumn after the transplant and at least twice or triple in early spring and autumn of the second year to improve the nutrition level and boost healthy growth of the tree. ③ Auxin Application To accelerate growing new roots, 200mg/I 1-naphthlacetic acid or ABT rooting powder can be added when watering to accelerate the root system growth. ④ Trunk Package To maintain humidity of the trunk and reduce water evaporation of the bark,

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closely twine the soaked straw rope from the trunk base up to the top and then fully paste the straw rope with modulated clay slurry. In future, we can also frequently spray water to the trunk to keep moisture and build shelter or hang straw screen around the trunk in the height of summer. In the north, twining the trunk with straw rope or plastic strip can protect against wind and frost. ⑤Root System Protection After transplant of the camphor tree, personnel should be designated for a series of maintenance management including pruning, sprouting, watering, draining, wind barrier setup, trunk packaging, winter protection, insect-proofing, fertilizer application and so on. Normal management can be conducted only after we can confirm that the transplanted camphor tree survives. (4) Anti-birds Procedures To make sure the airplane takes off and lands safely, an anti-birds team shall be set up after the operation of the airport, with special management system drawn up, and special funds used for anti-birds. ①Management System Firstly, record the results of daily birds inspection tours in detail, record the daily anti-birds information, gather video materials of bird activities, and make periodical analysis and classification of the recorded materials; Secondly, during the anti-birds process, if a single bird or the crowds of birds which threaten(s) the safe taking off or landing of a airplane, should notify the staff in the control tower, for that the staff in the control tower may quickly and exactly notify the flight controllers and the aircrew; Thirdly, collect information of birds with potential hazards to aircrafts in or surrounding the airport and submit to Birds Attack Prevention System of China Civil Aviation Airport, convenient for International Civil Aviation Organization(ICAO) to record into IBIS; Fourthly, hold bird strike prevention training classes periodically, employ specialized persons for business training in relation to birds. ②Application of Anti-birds Equipments

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Single anti-birds equipment can not resolve the bird problems effectively, so that multiple methods shall be used in combination. Firstly, coal gas guns and shotguns are used together, with stress on coal gas guns; Secondly, set up anti-birds devices( such as steel thorns, wind wheels, rolling boards) in corners for birds to rest on the top of the air-terminal, along the drainage ditch, on billboards, etc., to prevent birds activate frequently in the aircraft movement area; Thirdly, during the anti-birds process, it is proper to drive birds away and reduce hunting activities, to achieve the harmonious coexistence of human beings and birds. ③Ecological Environmental Control Firstly, yearly organize rolling and mowing work, effective rolling may reduce the attraction to birds of the land or grass animals, with the grass height controlled between 13-15mm during the full range of mowing, to effectively reduce the rest activities of birds in the aircraft movement area and prevent the attraction to birds of lots of fruits of plants; Secondly, yearly organize people to desilt the drainage ditches in the aircraft movement area, so as to prevent the breeding of hydrobios, such as mosquitoes, to attract birds; Thirdly, spread pesticides in the aircraft movement area for deratization in every spring and for deinsectization in every summer, effective deratization and deinsectization may reduce foraging activities of birds in the airport; Fourthly, advertise the hazard to flight safety of feeding pigeons to habitants surrounding the airport, communicate with local government, put forward regulations on prohibition of feeding, releasing pigeons in the clearance zone of the airport, strictly forbid civil pigeon competition around the airport; Sixthly, do well the closing and quick recovery processing work of the garbage in the airport, coordinate with local government, control and reduce the dumps, feed lots, crops(plant) sunning yards, fishponds , crops and woods which attract birds, etc. in residential areas near the airport.

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4.2.4 Summary Construction period will result in 176.6573hm2 land into construction land, only accounts for 1.16% of the total land area of evaluation area, evaluation area on land use pattern is less affected. Engineering construction caused biomass loss of total 6874.928t, total biomass accounted for evaluation area (463021.3t) 1.48%; causing the crops and fruit trees yield loss respectively 293.2861t/a, 47.6765t /a. construction period due to the vegetation destruction, noise and so on, to the peripheral area of wild animal habitat activities, interference, but does not lead to its population changed or disappeared. The project total Earth 6160000m3, among them: cut 3170000m3 in total, fill gross is 3090000m3. Earth after balance adjustment, produce waste 80000m3, in order to reduce over-the-counter land occupied and influence, engineering discard selection backfill out in ponds and other low-lying areas, or even to make the whole of the backfill, elevation of 5cm. project does not set the soil and spoil fields. This project may cause the water and soil loss 70251t water and total, soil loss added quantity is 65015t. new water and soil loss occurs mainly preparatory period and construction period, the flight zone, terminal area, temporary construction land area is water and soil loss mainly occurred in the area. During the operation of the airport construction area of water and soil loss strength is weakened, airport operation and the surrounding area to the main ecological effects of airplane noise on birds and animal's influence, but limited impact. At the same time, the aircraft on the landing process; it is necessary to drive birds to ensure flight safety.

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4.3 Impact Analysis of Ambient Air and Mitigation Measures

4.3.1 Impact Analysis of Ambient Air during Construction 4.3.1.1 Fugitive dust from construction

(1) Source During the construction of air environment influence is fugitive dust from construction. fugitive dust from construction is the main source of earthwork excavation, site formation, construction materials handling and stacking, traffic, concrete mixing caused by dust. This project involving a large number of earth excavation and transportation, traffic, dust on the local air environment impact TSP, which is the main pollution factor. Fugitive dust from construction dust amount is related to many factors, excavators and other at work in the dust quantity and the digging depth, excavator bucket and the ground relative height, wind speed, soil particle size, and other factors related to soil moisture. For slag yard, dust amount and stacking mode, starting wind velocity and yard without protective measures and so on. The research results at home and abroad and analogy investigation shows that, the main factors affecting dust amount respectively: protective measures, wind speed, soil moisture, soil or mounds of stacking mode. Besides, road dust quantity and the running speed of the vehicle, the faster the speed, the dust emission is also bigger. (2) Impact analysis During construction, the greatest impact for excavation step dust, open-air stacking and transport vehicles. (i) Earth cutting According to the experience, when excavation earthwork is 400t/d, its dust (TSP) on the air environment influence, generally its sphere of influence at around 500m, close TSP concentrations over level two times to 10 times, but at about 600m can reach level two standard. (ii) stack dust by operation. By the influence of wind speed in wind field data, 3.6m/s, construction site under the direction of different distance of the dust

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concentration see Table 6-2-1. In open field, fugitive dust from construction can be in the range of 150m over Class II Ambient Air Quality Standard (GB3095-1996) on the environmental air quality standard, can cause adverse effects; 150m range, generally will not have much effect.

Table 6-2-1 Fugitive dust concentration at different distances in windward wind at

construction site Unit: mg/m3

Distance 1m 25m 50m 80m 150m TSP 3.744 1.630 0.785 0.496 0.246 (iii) Vehicle transportation Construction vehicle transport process accounts for about 60% of total dust, in general, construction site, construction of road under natural wind generated dust impact within the range of 100m. If during construction on vehicle road dust suppression sprinkler implementation, every day 4-5 times, can make the dust reduction of 70%, fugitive dust from construction will be effective control of the effect on the surrounding atmosphere. Table 6-2-2 is watering dust test results at construction site.

Table 6-2-2 Test results of watering and dust suppression during construciton period

Distance (m) 5 20 50 100 Average concentration per hour of TSP Non-watering 10.14 2.89 1.15 0.86 (mg/m3) Watering 2.0l 1.40 0.67 0.60 It can be known from the above table that watering dust is carried out 4-5 times every day, which can effectively control fugitive dust from construction, thus to reduce the pollution distance of TSP to within the range of 20-50m. (3) Impact on sensitive points Shangrao Airport region average speed for 1.2m/s. according to the analog data, by fugitive dust from construction region around 150m range. The airport construction field out of bounds within the range of 150m Xujia of Tashui, Shanghuangwu group part of residents within the range of 500m, Shanghuangwu group, Xiawutang group, Xujia of Tashui part of the population distribution, in addition, the airport road supporting pipeline, alteration of country on both sides of the road are in the range of 150m residents will be affected certainly, during construction need watering dust.

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Construction period effect is local, short, with the project completed and put into operation or disappear. 4.3.1.2 Other construction waste gas

Other construction of exhaust emissions from vehicle exhaust and construction team temporary canteen stove cooking fume. During the construction, there will be a large number of vehicles entering and leaving the site, there will be a certain amount of emission in automobile exhaust pollutants are mainly carbon monoxide (CO), hydrocarbon (HC) and nitrogen oxides (NOx), the wind direction and transport along regional adverse effects. In addition, during the construction, construction personnel temporary the stove will also have a certain amount of canteen catering oil smoke on the surrounding environment, will produce adverse effect, but the effect is very small. 4.3.2 Impact Analysis of Airport Ambient Air during Operation The evaluation mainly carries out forecast analysis of the following aspects. (1) Adopt estimation mode recommended in Guidelines for Environmental Impact Assessment-Atmosphere Environment (HJ2.2-2008) to calculate the contribution value of maximum ground concentration of NO2, SO2 and TSP as well as the location; (2) Analysis of impact of airplane exhaust, vehicle exhaust on airport ambient air; (3) Impact analysis of volatile gas environment of fuel tank area 4.3.2.1 Impact analysis of boiler fume

(1) Impact analysis of boiler fume environment

Select Table 6-3-1 for estimation mode parameters of boiler air pollutant NO2,

SO2 and PM10.

Table 6-3-1 Parameters of estimation mode

Pollutant NO2 SO2 PM10 Pollution Pollutant source type Point source Point source Point source source Drainage ratio (kg/h) 0.118 0.012 0.020 parameters Exhaust Geometrical height (m) 8 8 8 mast Inside radius of outlet (m) 0.5 0.5 0.5 parameters Fume temperature at outlet (K) 473 473 473 Environmental temperature (K) 280.7 280.7 280.7 Area type Village Village Village

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See Table 6-3-2 for contribution value of maximum ground concentration of boiler emission pollutants NO2, SO2 and PM10 in different distances of the project, and see Table 6-3-3 for maximum ground concentration and location.

Table 6-3-2 Maximum ground concentration of nitrogen oxides, sulfur dioxide and PM10 in

different distances

Item 3 3 3 NO2 (mg/m ) SO2 (mg/m ) PM10 (mg/m ) Distance (m) 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 Simple 1300 0.004781 0.000486 0.00081 terrain 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 Standard Proportion in Location (m) (mg/m3) value(mg/m3) standard (%)

NO2 0.0155 0.24 6.47 120

SO2 0.0016 0.50 0.32 120

PM10 0.0026 0.45 0.58 120

According to Table 6-3-3, evaluated in the context of boiler flue gas of NO2, SO2,

3 PM10 maximum ground concentration contribution value respectively 0.0155mg/m ,

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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 calculation of airport oil tank air environment protection distance, the calculation results for non - punctuation, on environment influence smaller.

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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

Distance to entrance of Distance to entrance of Outlet No. Outlet Type Basin tributary (km) main stream (km) Huangwu Luojia Zunqiaoshui of 1 2.66 9.6 pool Xinjiang Zunqiaoshui of 2 Wujiatang pool 1.57 10.5 Xinjiang Zhangshutang Zunqiaoshui of 3 1.2 12.2 pool Xinjiang Xingfushui of 4 gully 1.2 13.2 Fengxi river Xingfushui of 5 Sanba reservoir 1.0 12.4 Fengxi river Xingfushui of 6 Xiaojia pool 0.92 11.5 Fengxi river Zhoutian river of 7 gully 2.78 9.7 Xinjiang Zhoutian river of 8 gully 3.15 10.07 Xinjiang The above each outlet into reservoir, pool or gully, the catchment area of the airport covers effects decrease, through airport drainage port settings, can return all or part of the catchment area. But also has a partition area of over was the airport occupation area, in this case need to review the outlet downstream of the reservoir or pool spillway the release flood waters and downstream gully status of drainage capacity, if it does not meet the requirements, should adopt relevant measures to solve, ensure that the off-site drainage security. 2. Problems existing in off-site drainage system According to the investigation, each outlet was the airport occupation of catchment area. See table 4-4-3 for catchment area partition return comparison. Table 4-4-3 Comparative table for each outlet of the airport in occupation and partition return water catchment area

Outlet No. 1 2 3 4 5 6 7 8

Occupation and partition 0.01 0.015 0.09 0.19 0.14 0.06 0.336 0.08

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return water catchment

area (km2)

Catchment area of sub-area 0.0255 0.0528 0.0192 0.133 0.14 0.136 0.285 0.11 within the site (km2)

Outlet type pool pool pool reservoir pool

From table 1-3 we can see, the catchment area is less than the water outlet 3 division occupied the catchment area, water outlet 5 partition area and catchment area of the same, and downstream for small reservoir, will increase the downstream pool discharge pressure, do not need to take special measures; outlet 1, 2, 4, 6, 8 floor area catchment area are larger than is occupation of the catchment area, including 1, 2, 6 water outlet of the genus pool, itself a smaller increase in catchment area, catchment area, need to widen the spillway, to ensure that the pool flood safety; water outlet 4, 8 species of the genus gully, to increase the collection of water product will increase downstream section pressure release flood waters, whether the gully measures required as the present situation of gully release flood waters ability. See Table 4-4-4 for downstream gully discharge capacity and discharge flow comparison of each outlet. Table 4-4-4 Table for comparison of downstream gully discharge capacity and discharge flow of each outlet

Outlet No. 1 2 3 4 5 6 7 8

P=20% drainage flow in site (m3/s) 0.6 0.6 0.25 1.45 2.1 3.65 4.9 3.0

P=20% gully and pool drainage flow (m3/s) 1.5 0.1 0.5 0.7 4.0 0.6 0.5 4.5

Downstream gully P=20% required flow (m3/s) 2.1 0.7 0.75 2.15 6.1 4.25 5.4 7.5

Throughput capacity of gully (m3/s) 4.2 0.3 2.6 3.2 14.8 0.90 6.1 5.3

From the table we can see, a water outlet 2, 6, 8 downstream gully release flood waters capacity does not meet the requirements of P=20% flood after the completion of the airport, need to undertake to its widening and reinforcement processing. 3. Opinions and measures for treatment of off-site drainage system The above situation, on the each outlet downstream of pool and gully release floodwaters (canal) opinion summary measures are shown in table 1-5.

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Table 4-4-5 Table for treatment measures for each outlet of the airport downstream pool and

discharge gully (canal)

Outlet 1 2 3 4 5 6 7 8 No.

Pool discharge

flood Not Not Broadened Broadened None Broadened None None channel treated treated treatment measures

Discharge

flood

ditch Not Not Not Not Broadened Broadened Broadened Broadened (canal) treated treated treated treated treatment measures Discharge flood ditch (canal) 0 0.88 0 0.3 0 0.6 0 1.5 treatment length (km) Treatment measures : drainage outlet immediately after the release flood waters channel (canal) to set the C25 reinforced concrete stepped energy dissipation section, long 30m; to expand after the drainage ditch on both sides (canal) by M7.5 masonry retaining wall lining, the bottom of 100mm thick C15 concrete lining. (4) Impact analysis of airport rain drainage According to the analysis above, the airport water efflux, outlet 1, 3, 4, 5, 7 discharge outlet downstream can meet the ability to release flood waters, 2, 6, 8downstream gully release flood waters capacity does not meet the requirements, we should carry on the widening and reinforcement treatment, in the above three is

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followed by a ditch after taking measures to release flood waters, ensuring that the airport construction after the rainwater will not have a significant impact on downstream.

4.4.2 Impact Analysis of Surface Water Environment during Construction

4.4.2.1 Main source of wastewater During the construction period of wastewater containing silt mainly include: the construction of sewage, domestic sewage and so on. Construction period, due to space cleaning, pipeline laying, concrete mixing, building installation project, will produce a certain amount of construction waste water and waste water. The construction site to produce an effluent containing large amounts of silt, especially during the rainy season, the site will have a large number during construction. The sewage sedimentation tank of construction site shall be set, so that the construction of sewage after being deposited silt discharge, thereby reducing the emissions. In addition, due to the construction period will need a large number of construction personnel, during the construction, construction personnel daily life will produce a certain amount of water. According to the statistics, the general construction and sewage water as shown in Table 7-2-1. It can be seen that construction activities of main pollutants in sediment suspended particles for sewage; sewage containing relatively large quantities of organic matter and suspended solids. Table 7-2-1 Water quality of wastewater during construction period Unit: mg/L Water pollutant Drainage type COD BOD5 SS Rainfall and drainage in earth phase -- -- 50-80 Vehicle washing water + concrete curing water + 60-120 <20 150-200 pavement cleaning water 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

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tank. In the construction site within the set of aqua, living wash and restaurant wastewater take the centralized collection way, by the sedimentation for field of dust. 4.4.3 Impact analysis of water environment during operation

4.4.3.1 Impact analysis of airport wastewater (1) Domestic sewage and industry wastewater Wastewater from sewage and wastewater is composed of two parts, mainly for the domestic sewage source: terminal building, office building, living area, air traffic control building and sewage. Shangrao Airport operation target years airport sewage discharge of 57.96m3/d, this phase of the project of a new treatment scale of 10m3/h sewage treatment station, using MBR processing technology, can meet the needs of the airport all sewage and wastewater treatment and wastewater treatment station effluent water quality can meet the demand for reuse. Treatment of sewage after qualified 29.05m3/d is used for washing, flushing, surplus sewage discharged into the sewer through matching of municipal sewage treatment plant in Shangrao City, Urban Management Bureau of Shangrao City has promised to construction of the airport to current status municipal sewage pipe network drainage pipeline in airport, prior to the completion of advance the completion of the airport, supporting the sewage discharge pipeline along the Airport Road municipal pipe network laying, access and sewage pipeline to see Figure 4-4-3. Therefore, under normal circumstances the airport sewage generated not on the peripheral surface water impact. (2) Initial rain Airport fuel tank area's initial rainwater directly into the rainwater system to the peripheral surface water impact assessment requirements, fuel tank area collection tank cofferdam of initial rainwater tank cofferdam, effective volume greater than 500m3. airport early rain ( rainfall began 15 min after rain ) can enter the cofferdam, the initial rainwater by fuel tank area oil-water separator pre after treatment, can enter the airport sewage treatment station for further processing, not into the external environment.

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(3) Measures to Reduce Surface Water Environment Effects during the Operation Period Waste water of airports mainly contains sanitary sewage as well as little production waste drainage, oil depot washing waste water and fire control waste water. The sewage can be processed by the sewage treatment station, with part of it reused for toilet rush and vehicle washing and the other part drained into the local sewage plant. Comprised of terminal sewage and staff sanitary sewage, the sanitary sewage can be pre-processed by the digestion tank and then processed by the sewage treatment station.

With a high percentage of BOD5, COD, SS and lipa, catering sewage from dining rooms needs to be pre-processed by oil separator and then processed by the sewage treatment station through the sewers. When oil depots or oil tanks are used for water draining, it should go into an oily water separator for pre-processing due to the high thickness of oil. The separated aviation kerosene can be degraded for recycled use and the pre-processed low-oil-thickness sewage can go into the sewage treatment station for further processing to meet the standard of emission. Oily washing waste water and oil depot fire control waste water mainly come from the oil tank area and the petrol filling station, running into the oil depot cofferdam and finally processed by the sewage treatment station. In view of the local climate and overall layout of the airport land, a geological integrated biochemistry sewage treatment facility will be used for sewage treatment. In this phase, we plan to build a sewage treatment device with the treatment scale of 10m3/h. MBR deep treatment technology can well process airport sewage which mainly includes sanitary sewage, with each pollutant density of the processed sewage meeting the corresponding requirements of Civil Sewage Regeneration and Reuse and

Civil Varied Water Quality (GB/T18920-2002). According to the Opinions on Improving Industrial Water Saving Work of State Economic and Trade Commission (State Economic and Trade Commission No.

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[2000]1015), airport sewage should be recycled for use after deep processing so as to save water. Intermediate water can be used for internal toilet rush and vehicle washing after deep processing. Membrane Bioreactor (MBR) is a new type of sewage treatment technology integrating membrane separation technology and biochemistry processing technology. It keeps good oxygen or activated sludge of the anaerobic system within the reactor through filtering by using the membrane micropores, so as to improve the degradation efficiency of COD, BOD and other pollution factors through increasing the density of activated sludge and the sludge age, and to meet the corresponding water using standards required in Civil Sewage Regeneration and Reuse and Civil Varied Water Quality (GB/T18920-2002). The existing Shangrao Jiangbei Sewage Plant is located in Xuri Village, Xuri Town, Shangrao County. It is 5km away from the downtown and can process 80,000m3/d, with a sewage treatment rate of 90.29%. It still has capacity for airport sewage treatment and can drain the processed airport sewage into Xinjiang River under the dam (locations of the sewage plant and the outfalls shown in the previous Figure 4-4-3). The pipeline network of the sewage plant has covered Zhimin Avenue in the north of the airport (the starting point of the airport approach road meets with the Zhimin Avenue). The designed indices of inlet water quality of Jiangbei Sewage Plant are COD300mg/L, SS160 mg/L, ammonia nitrogen 40 mg/L and BOD150 mg/L. The sewage emission of this project is 28.91m3/d, which comes from the airport sewage treatment station after processed and hence the quality can meet the civil varied water standard and the inlet water quality requirements of the civil sewage plant. The airport avenue currently ready to construct will connect Zhimin Avenue and the airport. The sewage pipeline paved along the airport avenue has been designed to use 4.7km long 400mm-800mm pipes to collect and lead the airport sewage into the civil pipeline network and finally into the Shangrao Jiangbei Sewage Plant.

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4.4.3.2 Impact analysis of farmland irrigation and measures (1) Impact analysis of farmland irrigation Sanqingshan Airport is located in the region of low hill, elevation between 90m-116m, field area is relatively flat, height difference is smaller. Site located in a basin watershed near the centre line of a runway, the ground elevation of high, low both sides, site area with large surface water system. Based on investigation, the airport around the distribution of a small reservoir (Sanba reservoir) and 36 pools. These little pool reservoir Xinzhou District Maojialing Village belonging to Shangrao County, Zunqiao Village and Zaotou Town, mainly used for the respective downstream farmland irrigation, in which Zunqiao Village Xiawutang pool is the source of drinking water, drinking water for 40 households of villagers. See Table 4-4-7-4-4-9 for name and function of each pool and reservoir surrounding the airport.

Table 4-4-7 List of pool conditions in range of Shangrao County Zunqiao Village

No. Name of pool Irrigation area (mu) Drinking water household (household) 1 Xiawutang 0 40 2 Tianguangtang 10 0 3 Wujiatang 30 0 4 Huangzhongling 10 0 5 Shanghuangwei 20 0 6 Shanbei 10 0 7 Waitang 30 0 8 Gongshan 20 0 9 Litang 30 0 10 Saojiwan 30 0 11 Fengshuyu 80 0 12 Longguoshou 30 0 13 Songshanlong 150 0 14 Dekulong 140 0 15 Longzai 120 0 Table 4-4-8 List of reservoir and pool conditions in the range of Shangrao County Zaotou Town

No. Name of pool Irrigation area (mu) 1 Luosiwan 45 2 Sanba reservoir 1030 3 Kushuiwan 40 4 Xiaojia 94 5 Shigu 70 Table 4-4-9 List of pool conditions in the range of Xinzhou District Maojialing Village

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No. Name of pool Irrigation area (mu) 1 Laoli’ao 35 2 Lishuangtang 80 3 Laohuangdi 8 4 Waishuangtang 30 5 Shishetang 5 6 Xiajia’ao 5 7 Chalong 120 8 Jiajiashanlong 30 9 Huangjia’ao 6 10 Damutingzi 5 11 Maomilong 50 12 Tonggualong 30 13 Wuguilong 50 14 Laoqigongtang’ao 40 15 Maoshitang 30 16 Tanjiali 40 17 Lianhuatang 80 Since the airport's construction of the above pool and reservoir effects can be roughly divided into the following several kinds of situations: (1) Pool and downstream irrigation farmland were all occupied; (2) Pool whole or in part occupied, downstream irrigation farmland remains; (3) Pool catchment area in whole or in part is occupied, pool itself and its downstream farmland was retained. The first case of land requisition and content, there is no irrigation problems; after two cases due to farmland still, there are irrigation needs, which belongs to the project to solve the problem. (2) Solution discuss For the second cases, the project plans to take two measures for downstream of irrigation area is larger and more concentrated, considering from the nearby water sufficient water to open a new channel for irrigation; for the downstream irrigation area smaller and more dispersed, the proposed project construction directly to its commandeer or will change dryland farming in paddy field, and give the corresponding compensation. For the third cases, the design proposal to adjust or increase the airport site drainage outlet, through the pit drainage area division, to return with the pool

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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).

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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

2-2 group, second lithologic section (K2h ) formation, site area south 300m beyond

Cretaceous system maodian group (K1m) formation. (1) Quaternary (Q) Quaternary (Q) unconsolidated layers are: Po Hong (Qdpl) and residual diluvial layer (Qedl). Mainly distributed in the site area gully, hillside slope, depression, hill and within the reservoir. The lithology is pebbly silty clay, gravel containing clayey silt, silty clay, clayey silt, powder soil and sandy silt, clay, gravel soil, local folder (fine sand or pond, reservoir) see silt clay (Q). Quaternary unconsolidated total thickness is 1-2m, local thickness 3-6m. (i) Slope Proluvium of Quaternary (Qdpl) Distributed in the site area of valley and low-lying, valley, layer thickness is 1-2m, local 3-4m, lithology is silty clay, clayey silt, silty soil with sandy silt, clay, sand or local folder (pond, reservoir) see the silty clay. (ii) Eluvial diluvial layer of Quaternary (Qedl) Distributed in the site area of low hill, ridge slope, valley, rock for the silty clay, silty soil, gravel containing clayey silt, silty soil, gravel soil layer thickness of local folder for 1-3m, local 4-6m. (2) Cretaceous (K) Field area and its surrounding outcropped stratum: field within the Cretaceous

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2-2 system of group of second lithologic section (K2h ) formation, field area south of

300m beyond Cretaceous system Maodian group (K1m).

2-2 (i) Cretaceous system estuary group second lithologic section (K2h ) formation Widely distributed in the site area and its surrounding and the northern side, and concealed in the Quaternary slope diluvium diluvium, residue, lithology purple red, red brick CONGLOMERATIC lithic sandstone, fine sandstone, fine sandstone, siltstone, with fine conglomerate, (including) the argillaceous siltstone strata occurrence: mainly. Tendency to NNW to NNE (320°-20°<7°-14°), stratum lithology layer with CONGLOMERATIC lithic sandstone, fine sandstone, fine sandstone, siltstone and a thick layered-thick layered output, fine gravel, mud siltstone with thick layered-thin-layer output, total formation thickness greater than 320m, soft-hard rock, fracture is generally not development, rock mass integrity good, resistant to weathering ability-medium, uniaxial compressive strength of rock saturation limit is 4-17.0Mpa, 25-30Mpa, a few local accidental 2.5-3.5Mp, sandstone softening coefficient 0.33-0.6 ( regional data, similarly hereinafter ). Residual diluvial layer thickness 1-6m, strong weathering layer thickness 0.5-5.0m. And lower Maodian group is conformity contact. Engineering geological conditions are generally better, local slightly worse.

(ii) Cretaceous maodian group system (K1m) Widely distributed in South 300m beyond the site area, lithologic for liver color of calcareous sandstone, red sandstone, lithic sandstone with basalt, local may clamp having gray (angle) conglomerate. The total thickness of more than 600m, lithic sandstone with red sandstone thickness of about 400-500m, basalt thickness of about 4-150m, gray conglomerate thickness of about 10-50m. strata dip to the North East - North East, dip angle is 8°-20°, as few as 21°-30°, soft-hard rock, fracture is generally not development, rock mass integrity good, resistant to weathering ability - better saturation limit, rock uniaxial compressive strength was 4-27.0Mpa, 30-70Mpa, a few local accident 2.5-3.5Mp, sandstone softening coefficient 0.33-0.85. Gray (angle) conglomerate have lighter corrosion phenomenon, mainly the corroded fissures, local see small cave (regional data ). Residual diluvial layer thickness is 0.5-2.5m, local

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4-6m, strong weathering layer thickness 0.5-5m.

4.5.1.2Geological structure According to the regional tectonics, Shangrao in Yangzi paraplatform and Southern China fold system demarcation line, the geological structure is complex, different directions, different period, different fault interweave development, some faults in the fault structure has obvious signs of activity since. Wherein, nee trending Pingxiang-Guangfeng regional deep fracture zone. Shangrao City direction, away from the preselected site near the larger, fracture, cutting deep, as first-order tectonic unit division. The site is located in Xin Jiang faulted basin in southern South Guangfeng, Rao in Yongping deposits on the north side of the beam. But the sites within the fracture structures agenesis, without obvious major regional faults through the site, there was no obvious small fracture (layer) structure. 4.5.2 Hydro-geological Condition Analysis

4.5.2.1 Distribution of Surface Water The site without large surface water, only to have a site West from north to south by west to the perennial gully, and site of Ministry of Chinese and western one from north to south to perennial gully, the rest are seasonally intermittent flow of small gullies. In addition the sites in and around the distribution of small ponds, small reservoir. Perennial of Western gully, the site within the catchment area of about 0.35km2, the dry season the minimum flow of about 3-5l/s, flood period maximum flow of about 2000-3000l/s. The perennial gully, site area of catchment area of about 0.15km2, the dry season the minimum flow of about 1 4l/s, flood period maximum flow of about 1000-2000l/s. The rest are seasonally intermittent small flow gully catchment area, site area of about 0.05-0.12km2, dry weather flow of about 0-2l/s, flood period maximum flow of about 10-500l/s. Site area of North East outside of 3000m beyond the abundance of river, north

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side of 7000m beyond the letter River, at the site are higher than the highest flood level near 15-25m. Area distribution of some hole pond surface (25 in total), for the local agricultural irrigation and life use.

4.5.2.2 Distribution law of groundwater According to Shangrao 1:20 million pieces hydro-geological map , the main airport area groundwater types for clastic rocks type hole fracture water, groundwater runoff modulus of less than 3l/s.km2, spring flow less than 0.1l/s. According to the description of Shangrao CitySanqingshan Airport geotechnical engineering investigation report, field rock is gently monocline strata of rock and soil, mainly for (i) cultivated soil, (ii)-1 silt (ii)-2 gravelly clay, (iii)-1 strong weathered argillaceous sandstone, (iii)-2 weathered argillaceous sandstone, (iv)-1 weathered siltstone, (iv)-2 strong weathered siltstone, (iv)-3 weathered siltstone, (v) -1 strong weathering coarse sandstone, (v)-2 weathering coarse sandstone, (vi)-1 strong weathering gravel sandstone, (vi)-2 weathering gravel sandstone. Groundwater occurs mainly in the low-lying land of the pebbly clay pore and strong weathered bedrock fissure water, so the main type of loose rock pore water and bedrock fissure water in clastic rocks. Above each layer of water and water permeability are weak, weak aquifer. (1) Loose rock pore water Mainly hosted in the Quaternary clay, silt, sand, gravel soil pore, aquifer thickness 1 5m, water-rich weak, groundwater level depth 1.5 4.5m, groundwater and surface water by the precipitation infiltration recharge, water is subject to seasonal effects, a small amount of water. (2) Clastic rock fissure water Mainly occurs in the Cretaceous clastic rocks in tectonic fissures, assessment of geological structure of rock fracture is simple, not development, filling degree is high, and rich water condition is poorer, content is very poor, the main sources of atmospheric precipitation infiltration recharge to accept, the slope surface runoff is a

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part, is excreted in the Valley, a portion into the subterranean formation pore water. In short, the site of simple hydro-geological conditions, groundwater is mainly influenced by rainfall infiltration recharge runoff directly, the route is shorter, generally along the ground or valley nearby excretion in low-lying or gully. Water is weak, small water volume, water flow of 0.01-0.02l/s, the maximum water flow of 0.3-0.5l/s. 4.5.3 Investigation on groundwater pollution sources According to the field investigation, sites around the area are mainly located in rural residential areas and farming area, and no enterprises that may affect groundwater industrial pollution source are found. Agricultural pollution sources are mainly pesticides and chemical fertilizers; main agricultural products in the area are rice, and these pesticides and chemical fertilizer to use on the local groundwater caused some impact. 4.5.4 Investigation on environmental hydrological geological problems According to the field investigation, the regional environmental hydro-geological problems are not found. 4.5.5 Impact Analysis of Underground Water

4.5.5.1 Impact analysis of underground water during construction The airport construction project requires removal of the regional soil zone of topsoil. The project of earth and stone volume 6160000 m3, among them: cut a total of 3170000m3, fill gross is 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,

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the excavation can only change in the superficial layer of local groundwater balance, cause local groundwater flow field change. But the area of bedrock fissure water as the main aquifer recharge, runoff, drainage, which by the terrane fracture development degree and its connectivity influence, poor water yield property, no unified groundwater water. Groundwater water basic will not change, and in the end of fill will form new groundwater system. Therefore, the construction of excavation influence on groundwater is smaller.

4.5.5.2 Impact analysis of underground water during operation According to the engineering analysis, airport operation period of ground water influence the link is fuel tank area, gas station or sewage treatment plant conditioning tank and seepage control measures of failure cases, leakage, ingress of contaminants caused by groundwater pollution. Shangrao Airport use of depot located 3 blocks 100m3 ground horizontal steel fuel tank, 1 bottom tank of 5m3, comprehensive office building of 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

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can slow infiltration into the surrounding groundwater, go, cause pollution to a certain extent. Contaminants from the surface into the shallow groundwater, must go through the vadose zone, the zone of aeration antifouling performance quality directly affects the groundwater pollution degree and condition of project area. According to the investigation results, the fuel tank area and gas station where the regional vadose zone lithology for silt, clay and sand soil, groundwater depth 1.5-4.5m, but the thickness of aquifer is thin, is only 1-5m, water rich poor. According to Guidelines for Environmental Impact Assessment-Groundwater Environment (HJ610-2011), project area site of vadose zone of rock and soil layer thickness greater than 1m, silt and clay layer permeability coefficient in 10-7cm/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:

d  h q  k Seepage path: d

d T  Penetration time: q

Among them, T is pollution matter through the vadose zone time; d is vadose zone thickness; k is vadose zone permeability coefficient, h is contaminant in the water height.

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Assuming the vadose zone thickness of 1m, impermeable layer permeability coefficient 1.0×10-5cm/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

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northwest side of the oil depot area and the regulation tank of the sewage plant separately. The well should be 3m deep, with a sealing cover. Periodically collect the groundwater sample to monitor its petroleum and COD pollution factors. In case of any abnormality, stop the oil supply of the oil depot and the drainage of the sewage tank immediately and then check and find out the leakage point. (3) Make a contingency plan, periodically check the oil depot facilities, eradicate any and all leakage, and repair immediately after the damage of the depot bottom.

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4.6 Impact Analysis of Solid Wastes Environment 4.6.1 Impact Analysis of Solid Wastes Environment during Construction

4.6.1.1 Main source Construction waste mainly comes from the construction site of the construction waste (mainly refers to the ground excavation, demolition works, road construction, pipeline installation, material transport, infrastructure projects and housing construction project construction period generates large amounts of waste construction materials, such as sand, lime, concrete, wood and stone etc.) as well as the municipal soldi waste caused by construction personnel activities.

4.6.1.2 Analysis of ambient impact of construction waste During the construction, construction waste and construction personnel to bring to municipal soldi waste if not timely treatment not only unsightly, influenced by landscape, and in the case of the dry weather, will generate dust. Construction waste at the end of construction should be promptly after the removal of garbage is like not seasonable processing, in the appropriate temperature conditions will be the breeding of mosquitoes, odor and spread disease, on the surrounding environment adversely affect. Life rubbish temporary storage and sent to the municipal refuse treatment system for disposal. 4.6.2 Analysis of Ambient Impact of Solid Waste during Operation

4.6.2.1 Analysis of characteristics of solid waste See Table 9-2-1 for component and characteristics of various types of solid waste in the airport.

Table 9-2-1 Summary table for generation of airport project solid waste

Main component and No. Type Amount (t/a) Treatment method properties 1 Aviation garbage Focus on organics 240 Waste treatment area of Shangrao City Municipal soldi Focus on organics and 2 28 Waste treatment area of Shangrao City waste general life waste Containing oil, belonging to Jingdezhen Longteng Carbon Fuel 3 Dirty oil 0.5 dangerous waste HW08 Technology Co., Ltd. 4 Sludge General waste 20 Waste treatment area of Shangrao City 4.6.2.2 Analysis of solid waste pollution pathway Solid waste environmental influence performance of the direct and indirect impacts on two conditions: one is the smell, directly affect the air quality of the environment,

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direct transmission of infection and affect human health, into the water influence water quality and landscape; two is the garbage leachate infiltration effect of underground water and surface water; waste produced in the treatment process of waste water and waste gas pollution caused by solid waste. The airport in storage, transit transport process, if not closed or take impervious, water-resistant measures, will produce stench and filtrate, the effect of the ambient air, water environment, soil environment quality and sanitation; solid waste in incineration process will produce emissions, effects of environmental air quality; solid waste or after the incineration of solid waste residue in sanitary landfill process odor and leachate, the corresponding impact area ambient air quality and surface water, groundwater environment.

4.6.2.3 Analysis of ambient impact of solid waste The airport is the main solid waste municipal soldi waste, and non-toxic. The impact on the environment is mainly manifested in the: (1): Shangrao atmospheric Airport aviation and domestic garbage to the garbage sorting table field by sorting, send Shangrao City garbage disposal field . Because of aviation refuse and garbage in high content of organic matter, piling up garbage fermentation of organic waste and odor, on atmospheric environment impact. Through the airport property departments to strengthen management, to aviation refuse and garbage output statistics, arrange the transportation vehicle refuse sorting table storing garbage in, when the weather is hot, reducing the garbage time, and make the waste transfer station closed, cleaning and disinfection work, can avoid the odor production. (2) Water: in the face of continuous rainfall and rainfall and other weather conditions, wash the temporary storage of garbage will be leaching liquid exudation, garbage sorting station requiring a hardening impervious, leachate seeping into the ground water may not, in the garbage temporary storage area is provided the canopy and water-proof embankment . At the same time, strictly limit the rubbish temporary storage location, according to classification of proper disposal, not on the water environmental impact. (3) Human health: solid waste in the stacking process, can produce toxic substances and pathogens, in addition to through biological transmission, but also to water, gas as a medium for communication and diffusion, harm to human health. At the same time,

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through the strengthening of refuse treatment station disinfection and cleaning, can reduce the harm to human health. 4.6.3 Measures to Reduce Solid Waste Effects

4.6.3.1 Measures to Process Aviation and Life Rubbishes The main constituent of aviation rubbish is the same as that of life rubbish. In view of environmental resource effectiveness, the aviation rubbish contains many usable components. The recyclable part (waste paper, plastics, metals and glass bottles) of these rubbishes is as high as 88%～99%, with even higher recycled value. Therefore, recycling can be considered by the airport to process aviation rubbish. After the sorting, the aviation and life rubbishes which cannot be recycled should be temporarily stored at the rubbish sorting field and then transport them to Shangrao Rubbish Treatment Field for processing. In this phase of the construction, a rubbish sorting field of 50m2 area will be built recently for temporary storage of all kinds of rubbishes in the airport. The airport management department is required to move the rubbish out of the field in time. The rubbish sorting tower is a close building, which can well avoid rubbish raised by fresh gale. Meanwhile, ground penetration-proof treatment should be well implemented to avoid influences on groundwater and surface water caused by the rubbishes penetrating into the soil.

4.6.3.2 Sump Oil Treatment and Disposal The sump oil produced by the airport oil depot belongs to HW08 waste mineral oil, which should be collected and recycled by the dangerous waste disposal center or organizations with HW08 mineral oil disposal qualification. After Shangrao Airport goes into operation, it will produce little sump oil, which can be stored in the airport’s sump oil tanks and then send them to Jingdezhen Longteng Carbon Fuel Science and Technology Co., Ltd. for treatment when the sump oil reaches a certain amount. During the temporary storage period, make sure that the oil tanks have no rip, take penetration-proof and rain-proof measures on the room where the sump oil tanks are located, and ensure no leakage of sump oil.

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4.7 Impact analysis of Environmental Risk 4.7.1 Risk Identification

4.7.1.1 Risk link identification This project mainly includes the flight projects, terminal area engineering, transportation and engineering, air pipe engineering, engineering, meteorology, navigation engineering assistant lighting engineering, power engineering, water supply, rain, sewage works, fire, rescue engineering, heating, cooling system, oil engineering, approach road, supporting pipeline engineering. Analysis of possible environmental risk of facilities for fuel tank area, automobile gas station and sewage treatment plant, the environmental risk of links and affected by the environmental factor see Figure 4-7-1

Figure4-7-1 Environmental risk link and environmental factor relations diagram

(1) Fuel tank area The new airport depot is located in the terminal area on the west side of oil depot, located 3 blocks 100m3 ground horizontal steel fuel tank, 1 bottom tank of 5m3, comprehensive office building of 100m2, oil equipment library of 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

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and another 2 tanks for storage of diesel. (3) Sewage treatment station This period plans to build sewage treatment station on the west side of the terminal building with the capacity of 10m3/h and the building area of 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) 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 Physicochemical products of combustion. properties Vapor Self-ignition Boiling point 140-240°C 0.8g/cm3 224°C density point Explosion 0.7-5.0% Flash No less than Crystallizing No more than range point 38°C point -46°C Solubility Insoluble in water, soluble in most organic solvents such as alcohols 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. Hazard analysis 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. Aviation kerosene tank is to have the fire and explosion technology measures, banning the use of Storage and easy to produce the spark machinery equipment and tools, canned should note the velocity (no less transportation than 3m/s), and a grounding device, prevent the accumulation of static electricity to light unloading, conditions handling, packaging and containers to prevent damage.

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Analysis of With reference to occupation exposure toxicants hazards classification (UDC613.632) GB5044-85 danger level 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

C5H12-C12H26

Molecular (Aliphatic Molecular Melting 72-170 <-60°C formula hydrocarbon and weight point hydrocarbon) Physical and chemical Boiling Relative 0.7-0.79 40-200°C Flash point -50°C properties point density (water)

Appearance Colorless or pale yellow volatile liquid; special odor and smell

Solubility Insoluble in water; soluble in benzene, carbon disulfide, alcohol and fatty

Stabile; risk marker 7 (flammable liquid)

Stability 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 Danger 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.

Toxicity: low toxicity.

Acute toxicity: LD5067000mg/kg (mice orally); LC50103000mg/m3, 2 hours (mice inhalation)

Toxicologic Pungent: people with eye: 140ppm (8 hours), slight stimulation. al Sub-acute and chronic toxicity: rats inhaled 3g/m3, 12-24 hours/day, 78 day (120 solvent information gasoline), showed no symptoms of poisoning. Rats inhaled 2500mg/m3, No. 130 catalytic cracking gasoline, 4 hours/day, 6 day/week, 8 weeks, physical activity reduced capacity, nervous system and vigorous energy change. Table 10-1-3 Diesel oil physicochemical properties and hazard analysis

Product name Diesel Another name - English name Diesel oil

Molecular Molecular Melting 180-280 -18°C formula weight point

Boiling Relative Vapor 282-338°C 0.85 (water) 4.0kg Physical and point density pressure chemical Appearanc properties e and - smell

Solubilit Slightly soluble in water y

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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; Stability Combustion products: carbon monoxide, carbon dioxide; Danger The substance is harmful to the environment; do not let their suggestions into the environment. As for water and air pollution, destroy the aquatic respiration system. On seaweed should be given special attention.

Toxicologic al - information (2) Fire accident derivatives Toxic substances generated by fire accidents of oil tank area, and gas station mainly include CO; see Table 10-1-4 for physicochemical properties and toxicological indexes of CO.

Table 10-1-4 Physical, chemical and toxicological index of CO Another Product name CO - English name Carbon monoxide name Molecular CO Molecular 28.01 Melting point -199.1°C formula weight

Boiling -191.4°C Relative 0.97 (air=1) Vapor pressure 309kPa/-180°C point density Physical and Upper limit: 74.2% chemical Ignition Flash point <-50°C 610°C Explosion limit Lower limit: properties temperature 12.5%

Appearance Colorless and odorless gas. and smell

Solubility Slightly soluble in water and soluble in ethanol, benzene and most organic solvents Stability - 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 Danger 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. Exposure control and personal protection: China MAC (mg/m3): 30; the former Soviet Union MAC Toxicological 3 information (mg/m ): 20 Toxicology: LD50: na; LC50: 2069mg/m3, 4 hours (rat inhalation)

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4.7.1.3 Major hazard source identification According to the Major Hazard Installations for Dangerous Chemicals (GB18218-2009), hazardous material critical quantity and the actual quantity carries on the contrast, see Table 10-1-5. It can be seen from the Table that Shangrao Airport risk unit shall not constitute major risk sources.

Table 10-1-5 Table for Major Hazard Installations Critical Actual maximum storage Name of unit Name of material Identification result quantity (t) capacity (t) Fuel tank area Aviation 5000 240 No of airport kerosene Gasoline 200 35 No Filling station Diesel oil 5000 42.5 No 4.7.2 Source analysis

4.7.2.1 Risk accident investigation and accident tree analysis of fuel tank area According to the engineering situation of aviation kerosene oil, physical and chemical properties, as well as surrounding sensitive points characteristics of oil depot, oil depot risk may occur for aviation kerosene leakage, fire and explosion risk, may be influenced by the environmental factors including ambient air, surface water, soil, groundwater and surrounding residents. (1) Case for fuel tank area risk accidents See Table 10-2-1 for risk case for oil tank area upon investigation.

Table 10-2-1 Oil depot risk case citation

Time Site Cause and impact extent Employees in the welding of 2# diesel tank into the orifice rain-proof cover Oil tank area of bracket right, exercise of violate the rules and regulations, leading to gas 2002.8.24 certain airport 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 A vehicle with number of C-18146 large tanker, the oil depot in 1 sets to gasoline. Shiyan City 2005.3.19 When mounted to a half tank bottom, front end weld suddenly open to nearly 20 Bailang Oil Depot centimeters long a crack, the instant of time a lot of petrol rapid spray discharge Henan Province Oil tank leakage accident, the factory pipeline due to cold crack not found in Gongyi City time, causing the tank 12 tons of diesel exhaust, 6 tons of diesel oil into Yiluo 2006.1.5 Second Power River, a tributary of the Yellow River Plant (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

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accident data statistics.

Table 10-2-2 Statistical table for depot accident classification

Accident Oil leakage Fire and Mixture of oil Damage to Others type explosion equipments Number of 85 44 35 19 9 accident Proportion 45 23 19 10 3 (%) It can be seen from data of Table 9-2-2 that run oil (i.e. the leakage) in fuel tank area occurred in all accidents have the highest proportion (45%), so the tank leakage should be this project fuel tank area accident prevention focus. (3) Analysis of accident tree of oil tank leakage It can be known from risk accident statistics of fuel tank area that the oil accident types are mainly of the tank leakage. Analysis of accident tree of storage tank leakage in fuel tank area is as follows:

Figure4-7-2 Analysis of oil tank leakage accident tree It can be seen from the accident tree that oil tank leakage includes two main aspects of the hardware factors : the tank and pipeline control valve, due to hardware to buy or configuration, the maintenance process may have errors, resulting in the tank accessories, parts and accessories for aging defective operating without norms, thus to cause the tank leakage. (4) Cause for tank leakage accidents of fuel tank area

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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 (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 Tank (iv) under the external environment vibration factors leading to the tank fission, caused by leakage of break 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 (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 Valve (iii) control valve operating without norms: artificial switch control valve, is not strictly according to the leakage 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:

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Figure 4-7-3 Analysis of automobile gas station fire accident tree It can be seen through the accident tree that gas station risk with the fuel tank area risk similar mainly for leakage, fire and explosion, the oil vapor from escaping the main reason for the existence of leakage, fire source will cause fire and explosion risk.

4.7.2.3 Analysis of risk accidents of sewage treatment station

Sewage pollution factor for BOD5, COD, SS, NH3-N and petroleum, once the sewage treatment station failure will lead to exceed the standard waste. After investigation of wastewater treatment station for management and operation of major accidents and part of irresistible factors, see Table 10-2-4 for the analysis of the cause for the accident.

Table 10-2-4 Analysis of causes for accidents of sewage treatment station

Type Cause Analysis (i) the inlet water temperature and pH value adjustment error, cause microbial death Problesm in (ii) of water quantity control is not continuous, causing microbial quantity is not stable, so that the management efficiency of sewage treatment unqualified and (iii) sewage treatment station outlet water quality on-line monitoring instrument fault, Unqualified failed to operation detect that exceed the standard, sewage enters the reservoir (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 Part force (ii) receives the accident caused the water concentration is higher, drainage, sewage treatment station majeure 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

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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 The whole liquid pool is on fire; maximum rate of Burning rate kg/(h•m2) 55.11 combustion CO generation amount g/s 3055 Fume height m 15 With pool fire height as reference Fire duration min 60 Fire rescue control time Cofferdam area m2 534.6 The formula to calculate the generation rate of CO is as follows: Q=28/12·V·S·m·20% =28/12×55.11×534.6×0.8×20%=10999kg/h =3055g/s In which: molecular formula ratio of 28/12-CO to C; S-liquid pool area, m2 V-aviation kerosene combustion quality rate, kg/(h•m2)

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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 D stability F stability distance Pollutant concentration Duration Pollutant concentration Duration (m) (mg/m3) (min) (mg/m3) (min)

100 799.0839 33.14 882.9658 33.01

200 246.2977 36.27 506.3228 36.02

400 64.6336 42.55 166.170 42.05

600 28.7104 48.82 77.3350 48.07

800 16.0112 55.09 43.8630 54.1

1000 10.1374 61.37 27.9870 60.12

1200 6.9615 67.64 19.2937 66.14

1400 5.0538 73.91 14.0477 72.17

1600 3.7362 80.19 10.6213 78.19

1800 2.7292 86.46 8.1159 84.22

2000 1.9952 92.73 6.1817 90.24

2200 1.4801 99.01 4.7231 96.26

2400 1.1200 105.28 3.6461 102.29

2600 0.8649 111.55 2.8541 108.31

2800 0.6807 117.83 2.2672 114.34

3000 0.5449 124.10 1.8271 120.36 Table 10-4-3 Estimated CO ground concentration and time forecast under condition of 1.2m/s

Downwind D stability F stability

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distance 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 67.65 It can be known from forecast result that under the conditions of wind speed at 0.5m/s and 1.2m/s, CO concentration does not exceed standard limit of LC50 concentration (2069mg/m3). The impact under wind speed at 1.2m/s is larger than that under wind speed at 0.5m/s. Under the conditions of D and F stability, see Table 10-4-4 for CO concentration beyond the related index range.

Table 10-4-4 List of CO concentration beyond range of related index under condition of accident

Over-standard Concentration distance (m) No. Standard source Human toxicity reaction (mg/m3) D F stability stability GBZ2-2002 workplace harmful factors Short-time contact allowable 1 30 of occupation exposure limits-standard 900 1500 concentration (15min) limit values are consistent with MAC Environmental Data Handbook for 2 2069 LC50, 4hours (rat inhalation) - - Chemicals Toxicity GBT18664-2002 respiratory protective Immediately dangerous to 3 1700 equipment selection, use and - - life and health maintenance Under the wind speed of 1.2m/s and F stability conditions, CO concentration does 3 neither exceed standard limit of LC50 concentration ((2069mg/m )) 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,

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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

(i) in oil storage area and related areas set up monitoring probe, to the surrounding environment of Countermeasures the flammable and explosive gas monitoring at all times, so that in the first time to find material for material leak accident, and determine the accident leakage in oil (ii) periodically check the oil storage tank, connecting pipelines and control valves, timely depot area maintenance and replacement of damaged parts of the original, on the part of the components of

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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

(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 Oil depot area 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 (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 Automobile gas good working state station (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).

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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:

VVVVVV=)（     3 总 1 2 3 max 4 5 =367m （ VVV) VVV Note: 1 2 3 max respectively calculates 1 2 3 for different tank groups or devices within the range of collection system, and takes the maximum value. V 1 -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;

V 3 2 -fire prevention water amount of tank or device that has accidents, m . 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 2 3 273m and fire time is 4h, then the amount of fire water V2=131m . V 3 -material quantity that can be transferred to other storage or treatment facilities in case of accidents, m3, =0; V 4 -quantity of industry wastewater that must still enter into such collection system in case of accidents, m3, =0;

V 3 5 -rainfall that may enter into such collection system in case of accidents, m . 3 V5=qF=136.4m 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

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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

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environmental risk level is acceptable.

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4.8 Impact Analysis of electromagnetic radiation 4.8.1 Impact Analysis of electromagnetic radiation of 110kV Maozao Line relocation and modification project 1. Impact forecast and evaluation of power frequency electromagnetic field and radio interference environment of transmission line The 110kV Maozao Line relocation and modification project is modified from original #8 double circuit branching pipe rod on the side of Maojialing Substation to framework of Zaotou 110kV Substation. Voltage class is 110kV. Wire type is LGJ-240/30 steel-cored aluminum strand, earth wire type is JLB20A-80 aluminum clad steel strand, optical cable model is OPGW-2S1/24B1 and cable type is YJLW03-1×the new 630mm2-64/110. The length of overhead line is 10.32km, length of cable path is 2300m, and the whole line is erected in single circuit. Theoretical calculation: According to Technical Regulations on Environmental Impact Assessment of Electromagnetic Radiation Produced by 500 KV Ultrahigh Voltage Transmission and Transfer Power Engineering (HJ/T24-1998), the evaluation adopts method recommended by International Conferences of Large Power Grids by the 36.01 Working Group and the method recommended by GB15707-1995 Limits of Radio Interference from AC High Voltage Overhead Power Transmission Lines to calculate the power frequency electromagnetic field intensity and radio interference level of the space under high-voltage transmission line. (1) Theoretical calculation mode (i) Calculation of power frequency electric field intensity Equivalent charge on high-voltage transmission line is line charge, because the radius r of high-voltage transmission line is far less than erection height, the location of equivalent charge can be considered at the geometric center of transmission line. The transmission line is infinitely long and parallel to the ground, and the ground can be regarded as good conductor; use the mirror image method to calculate equivalent charge on transmission line. The following matrix equation can be written:

U1  11 12  1n Q1  U      Q   2    21 22 2n  2                 U    nn Q  n   n1 n2  n  Formula (1)

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In which: U-single-row matrix of voltage to ground of each conductor; Q-single-row matrix of equivalent charge of each conductor; -n order matrix composed by potential coefficient of each conductor (n is number of conductors). 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:

1 2hi ii  ln 20 Ri ' 1 Lij ij  ln 20 Lij    ii ij Formula (2) 1   109 F /m  0 In which: 0 -air dielectric coefficient, 36 ; L ij -distance from No.i conductor to No.j conductor; L ’ ij -distance from mirror image conductor of No.i conductor to No.j conductor; h i -height of No.i conductor from ground; nr R  Rn R i i -conductor radius; R . Formula (3) In which: R -bundle conductor radius; n -number of partial conductor; r -partial conductor radius.

According to Umatrix and matrix, use formula (1) to obtain Qmatrix. When the equivalent charge amount of each conductor in unit length is obtained, electric field strength of any point in space can be obtained according to the principle of E E superposition, electric field component x and y at (x, y) point can be expressed as:

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1 m  x x x x  E  Q  i - i  x Σ i  2 ' 2  2πε0 i1 Li L   i   Formula (4)

1 m  y  y y  y  E  Q  i  i  y  i  2 ' 2  20 i1 Li L   i   Formula (5) x、 y In which: i i -coordinate of conductor I (I=1, 2, …, n); m -number of conductors; L , L' i i -respectively the distance from conductor I and its mirror image to the calculation point. Total electric field intensity of any point in space is: E  E2  E2 X y Formula (6) (ii) Calculation of power frequency magnetic field intensity It is forecast from power frequency magnetic field intensity that according to recommendation of International Conferences of Large Power Grids by the 36.01 Working Group, calculate the contributions of single conductor of high-voltage transmission line to power frequency magnetic field intensity of ambient space: I H = 2 2 2π h +L Formula (7) In which: I-current value in Conductor I; h-vertical distance from conductor to forecast point; L-horizontal distance between conductor and forecast point. For the three-phase circuit, horizontal and vertical components of magnetic field intensity formed by different phases must separately consider the current phase according to vector composition of phases. (iii) Calculation of radio interference field intensity The calculation of radio interference field intensity is subject to basic formula recommended by Limits of Radio Interference from AC High Voltage Overhead Power Transmission Lines (GB15707-1995). Intensity of radio interference from AC high voltage overhead power transmission lines at 0.5MHz:

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20 E =3.5gmax +12r -30+33lg D Formula (8) In which: E -value of radio interference field intensity, dB (µV/m); r -conductor radius, cm; D-straight-line distance from interfered point to conductor, m;

gmax -maximum potential gradient of conductor surface, kV/m.  d  gmax  g1 n -1  In which:  R In which: R-circle diameter passing center of partial conductor, cm; n-number of partial conductor; d-diameter of partial conductor, cm; Q g = πε dn g-average surface potential gradient of conductor, 0 . (2) Calculation parameters See Table 11-1-1 for main erection parameters of the line (with the tower type No. 1B-ZM11 (single-circuit) as the theoretical calculation object): Table 11-1-1 Table for theoretical calculation parameters Item Parameter Voltage class 110kV Erection method Single-circuit line erection Tower type 1B-ZM11 Suspension method Single-circuit triangle arrangement Phase sequence arrangement ABC Wire type LGJ-240/30 model steel-cored aluminum strand Gross sectional area of 275.96mm2 conductor Outer diameter of conductor 21.6mm Max. operating current of line 290A Distance of bottom conductor 7.0m (The minimum design height crossing the resident plot by maximum sag) from ground 6.0m (The minimum design height crossing the non-resident plot by maximum sag) (i) Power frequency electric field, magnetic field: horizontal direction: from center 0m, both sides 50m, spacing 1m. Vertical direction: ground 1.5m Calculation range (ii) Radio interference: horizontal direction: side conductor 0m, both sides 64m, spacing 1m. Vertical direction: ground 2m (3) Forecast result

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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 Crossing resident plot, Crossing non-resident plot, Horizontal 7m from Bottom conductor to ground 6m from Bottom conductor to ground projection Electric field Magnetic field Electric field Magnetic field distance from aggregative quantity at aggregative quantity at aggregative quantity at aggregative quantity at line center (m) 1.5m from ground 1.5m from ground 1.5m from ground 1.5m from 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 1.060 As shown in Table 11-1-2, at the line height of 6.0m from the ground (the minimum design height crossing the non-resident plot by maximum sag) and 7.0m from the ground (the minimum design height crossing the resident plot by maximum sag), maximum values of theoretical calculation electric field intensity exist at ±3m from the line center, 2.927kV/m and 2.332kV/m respectively. After that, the electric field intensity rapidly declines with the increase in line central distance; it declines to 0.231kV/m and 0.255kV/m respectively at 20m from line center, and declines to 0.028kV/m and 0.031kV/m respectively at 50m from line center, which is less than evaluation standard of

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4kV/m and compliant with requirement of evaluation standard data of power frequency electric field intensity of 4kV/m of Technical Regulations on Environmental Impact Assessment of Electromagnetic Radiation Produced by 500 KV Ultrahigh Voltage Transmission and Transfer Power Engineering (HJ/T24-1998). At the line height of 6.0m from the ground (the minimum design height crossing the non-resident plot by maximum sag) and 7.0m from the ground (the minimum design height crossing the resident plot by maximum sag), maximum values of theoretical calculation magnetic field intensity exist at ±3m from the line center, 11.142μT and 9.114μT respectively. The magnetic field intensity declines with the increase in line center distance, the theoretical calculation data are less than evaluation standard of 100μT. Table 11-1-3 Value of radio interference level of 110 kV single-circuit line theoretical calculation Horizontal 6.0m 7.0m Horizontal 6.0m 7.0m projection projection Value of radio interference at 2m Value of radio interference at 2m distance from distance from from ground (0.5MHz) dB (μV/m) from ground (0.5MHz) dB (μV/m) line center(m) line center(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

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(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 220kV Ferry Substation-110V Yinkeng Name of line Substation Single-circuit overhead line of project 110kV line project Voltage class 110kV 110kV Wire type LGJ-300/40 LGJ-240/30 Conductor arrangement Triangle arrangement Triangle arrangement method Erection height of Bottom 12.5m / conductor from the ground (2) Monitoring section and point

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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 Distance from monitoring point to starting power frequency electric power frequency magnetic No. point(m) field intensity field intensity 47#-48# (V/m) (μT) 1 Projection from central conductor at 0m 687.5 1.215 2 Projection from central conductor at 5m 754.3 1.086 3 Projection from central conductor at 10m 565.6 0.812 4 Projection from central conductor at 15m 383.1 0.598 5 Projection from central conductor at 20m 169.4 0.336 6 Projection from central conductor at 25m 91.24 0.212 7 Projection from central conductor at 30m 69.39 0.152 8 Projection from central conductor at 35m 43.12 0.103 9 Projection from central conductor at 40m 36.14 0.087 10 Projection from central conductor at 45m 28.64 0.066 11 Projection from central conductor at 50m 25.73 0.059 It can be seen from Table 11-1-5 that power frequency electric field intensity measured at the height of 1.5m from the ground near the comparison 110kV line project is 25.73-687.5V/m and magnetic field intensity is 0.059-1.215μT, which are less than the limit requirement of 4kV/m and 0.1mT in Technical Regulations on Environmental Impact Assessment of Electromagnetic Radiation Produced by 500 KV Ultrahigh Voltage Transmission and Transfer Power Engineering (HJ/T24-1998).

Table 11-1-6 Monitoring data of radio interference of 110kV line project of 220kV Ferry Substation-110V Yinkeng Substation Measurem Distance from monitoring point to starting Frequency Quasipeak dB(μV/m) ent point point (MHz) 220kV Projection from central conductor at 0m 0.5 40.46 Ferry Projection from central conductor at 1m 0.5 40.17

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Substation- Projection from central conductor at 2m 0.5 39.24 110V Projection from central conductor at 4m 0.5 40.89 Yinkeng Projection from central conductor at 8m 0.5 38.62 Substation Projection from central conductor at 16m 0.5 37.48 110kV line 0.15 45.36 project 0.25 41.21 0.5 37.17 1.0 40.68 1.5 71.23 Projection from central conductor at 20m 3.0 40.83 6.0 43.87 10 46.31 15 44.51 30 38.69 Projection from central conductor at 32m 0.5 36.41 Projection from central conductor at 64m 0.5 36.13 It can be seen from Table 11-1-6 that the radio interference at frequency of 0.5MHz of the comparison 110kV line project is 36.13-40.89dB (μV/m), which satisfies the limit requirement of 46dB (μV/m) of 110kV in fine day conditions of Limits of Radio Interference from AC High Voltage Overhead Power Transmission Lines (GB15707-1995). It is known through theoretical calculation and comparison, when the conductor is LGJ-240/30 model steel-cored aluminum strand frame to mainly erect the tower type of No. 1B-ZM11 (single-circuit), under the premise that the erection height of conductor satisfies the regulations of Technical Code for Designing 110-500kV Overhead Transmission Line (at height of 6.0m from the ground for the conductor (the minimum design height crossing the non-resident plot by maximum sag) and at height of 7.0m from the ground for the conductor (the minimum design height crossing the resident plot by maximum sag)), the influence of power frequency electric field intensity, power frequency magnetic field intensity and radio interference generated during operation in 110kV single-circuit line formed after the project line is established and put into operation on electromagnetic radiation of the environment are less than standard limits of power frequency electric magnetism of 4kV/m and power frequency magnetic field of 0.1mT regulated in Technical Regulations on Environmental Impact Assessment of Electromagnetic Radiation Produced by 500 KV Ultrahigh Voltage Transmission and Transfer Power Engineering (HJ/T24-1998) and national standard value of radio

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interference of 46dB (V/m) at the frequency of 0.5MHz in fine day conditions regulated in Limits of Radio Interference from AC High Voltage Overhead Power Transmission Lines (GB15707-1995). According to path design diagram of the line and the field inspection of project surroundings, the villages nearest the sensitive points surrounding the line are Gaojiashan and Gaojiashan Village. It can be known through monitoring data of theoretical calculation and comparison that power frequency electric field intensity and power frequency magnetic field intensity generated during operation of the line rapidly decline with the increase in horizontal distance from side conductor, and the maximum values of power frequency electric field intensity and power frequency magnetic field intensity monitored of comparison project at 10m from side conductor are respectively 0.5656kV/m and 0.812 (μT). It can be known that the influence on electromagnetic radiation of sensitive points along the line after the transmission and transformation project is established and put into operation are less than standard limit of power frequency electric magnetism of 4kV/m and power frequency magnetic field of 0.1mT regulated in Technical Regulations on Environmental Impact Assessment of Electromagnetic Radiation Produced by 500 KV Ultrahigh Voltage Transmission and Transfer Power Engineering (HJ/T24-1998). 4.8.2 Impact analysis of electromagnetic radiation of 110kV WangZao Line relocation and modification project of Sanqingshan Airport 1. Impact forecast and evaluation of power frequency electromagnetic field and radio interference environment of transmission line (1) Theoretical calculation mode Same as 110kV Maozao Line relocation and modification project. (2) Calculation parameters See Table 11-2-1 for main erection parameters of the line (with the tower type No. 1B-ZM11 (single-circuit) as the theoretical calculation object): Table 11-2-1 Table for theoretical calculation parameters Item Parameter Voltage class 110kV Erection method Single-circuit line erection Tower type 1B-ZM11 Suspension method Single-circuit triangle arrangement Phase sequence arrangement ABC Wire type LGJ-240/30 model steel-cored aluminum strand

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Gross sectional area of 275.96mm2 conductor Outer diameter of conductor 21.6mm Max. operating current of line 290A Distance of bottom conductor 7.0m(the minimum design height crossing the resident plot by maximum sag) from ground 6.0m(the minimum design height crossing the non-resident plot by maximum sag) (i) Power frequency electric field, magnetic field: horizontal direction: from center 0m, both sides 50m, spacing 1m. Vertical direction: ground 1.5m Calculation range (ii) Radio interference: horizontal direction: side conductor 0m, both sides 64m, spacing 1m. Vertical direction: ground 2m (3) Forecast result The evaluation forecasts the power frequency electric field intensity and power frequency magnetic field intensity generated at 1.5m from the ground at the maximum slag as well as the radio interference level at the 2m from the ground with the frequency of 0.5MHz as for the project 110kV single-circuit transmission line. See Table 11-2-2 and Table 11-2-3 for specific forecast result. Table 11-2-2 Theoretical calculation result of power frequency electric field intensity and magnetic field intensity of 110kV single-circuit triangle arrangement line Crossing resident plot, Crossing non-resident plot, Horizontal 7m from Bottom conductor to ground 6m from Bottom conductor to ground projection Electric field Magnetic field Electric field Magnetic field distance from aggregative quantity at aggregative quantity at aggregative quantity at aggregative quantity at line center (m) 1.5m from ground 1.5m from ground 1.5m from ground 1.5m from 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

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45 0.040 1.181 0.035 1.185 50 0.031 1.058 0.028 1.060 As shown in Table 11-2-2, at the line height of 6.0m from the ground (the minimum design height crossing the non-resident plot by maximum sag) and 7.0m from the ground (the minimum design height crossing the resident plot by maximum sag), maximum values of theoretical calculation electric field intensity exist at ±3m from the line center, 2.927kV/m and 2.332kV/m respectively. After that, the electric field intensity rapidly declines with the increase in line central distance; it declines to 0.231kV/m and 0.255kV/m respectively at 20m from line center, and declines to 0.028kV/m and 0.031kV/m respectively at 50m from line center, which is less than evaluation standard of 4kV/m and compliant with requirement of evaluation standard data of power frequency electric field intensity of 4kV/m of Technical Regulations on Environmental Impact Assessment of Electromagnetic Radiation Produced by 500 KV Ultrahigh Voltage Transmission and Transfer Power Engineering (HJ/T24-1998). The maximum values of theoretical calculation magnetic field intensity exist at ±3m from the line center, 11.142μT and 9.114μT respectively. The magnetic field intensity declines with the increase in line center distance, the theoretical calculation data are less than evaluation standard of 100μT. Table 11-2-3 Value of radio interference level of 110 kV single-circuit line theoretical calculation Horizontal 6.0m 7.0m Horizontal 6.0m 7.0m projection projection Value of radio interference at 2m Value of radio interference at 2m from distance from distance from line from ground(0.5MHz) dB (μV/m) ground(0.5MHz) dB (μV/m) line center(m) center(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;

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*Radio interference level in the table refers to the conditions at the frequency of 0.5MHz. As shown in Table 11-2-3, radio interference values at minimum line height of 6.0m and 7.0m from the ground as for the conductor projection of 20m with line bottom at height of 2.0m from the ground of 110 kV single-circuit triangle arrangement overhead line at frequency of 0.5MHz are 12.77dB (μV/m) and 12.16dB (μV/m) respectively, which satisfy the limit requirement of 46dB (μV/m) for 110kV in fine days of Limits of Radio Interference from AC High Voltage Overhead Power Transmission Lines (GB15707-1995). Calculated according to the theory, in case that newly built relocation and modification project adopts single-circuit line erection, it is necessary to ensure at the line height of 6.0m from the ground (the minimum design height crossing the non-resident plot by maximum sag) and 7.0m from the ground (the minimum design height crossing the resident plot by maximum sag), the line operating theory calculation can satisfy evaluation standard of power frequency electric field intensity of 4000V/m and power frequency magnetic field intensity of 0.1mT of Technical Regulations on Environmental Impact Assessment of Electromagnetic Radiation Produced by 500 KV Ultrahigh Voltage Transmission and Transfer Power Engineering (HJ/T24-1998) with the minimum height satisfied. At the same time, the line operating theory calculation can satisfy the requirement at 20m from the transmission line for voltage class of 110kV and radio interference limit value≤46dB (μV/m) at the frequency of 0.5MHz in the fine days regulated in Limits of Radio Interference from AC High Voltage Overhead Power Transmission Lines (GB15707-1995). 2. Lines by comparison measurement Carry out electromagnetic field environment impact forecast and evaluation of the 110kV overhead line of the project with the comparison object of 220kV Ferry Substation-110V Yinkeng Substation 110kV line project of Yudu County. (1) Monitoring section and point Power frequency electric field and power frequency magnetic field: 110kV line attenuation section takes ground projection point of the conductor center at maximum slag as the measurement origin, and carries out monitoring of attenuation section along the vertical line direction. The measurement takes the side conductor projection as the

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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 Distance from monitoring point to starting power frequency power frequency magnetic No. point (m) electric field intensity field intensity 47#-48# (V/m) (μT) 1 Projection from central conductor at 0m 687.5 1.215 2 Projection from central conductor at 5m 754.3 1.086 3 Projection from central conductor at 10m 565.6 0.812 4 Projection from central conductor at 15m 383.1 0.598 5 Projection from central conductor at 20m 169.4 0.336 6 Projection from central conductor at 25m 91.24 0.212 7 Projection from central conductor at 30m 69.39 0.152 8 Projection from central conductor at 35m 43.12 0.103 9 Projection from central conductor at 40m 36.14 0.087 10 Projection from central conductor at 45m 28.64 0.066 11 Projection from central conductor at 50m 25.73 0.059 It can be seen from Table 11-1-5 that power frequency electric field intensity measured at the height of 1.5m from the ground near the comparison 110kV line project is 25.73-687.5V/m and magnetic field intensity is 0.059-1.215μT, which are less than the limit requirement of 4kV/m and 0.1mT in Technical Regulations on Environmental Impact Assessment of Electromagnetic Radiation Produced by 500 KV Ultrahigh Voltage Transmission and Transfer Power Engineering (HJ/T24-1998).

Table 11-2-6 Monitoring data of 110kV line project radio interference of 220kV Ferry Substation-110V Yinkeng Substation Monitorin Distance from monitoring point to starting Frequency Quasipeak dB (μV/m) g point point (MHz) 220kV Projection from central conductor at 0m 0.5 40.46 Ferry Projection from central conductor at 1m 0.5 40.17 Substation Projection from central conductor at 2m 0.5 39.24 -110V Projection from central conductor at 4m 0.5 40.89 Yinkeng Projection from central conductor at 8m 0.5 38.62 Substation Projection from central conductor at 16m 0.5 37.48 110kV 0.15 45.36 Projection from central conductor at 20m line 0.25 41.21

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0.5 37.17 1.0 40.68 1.5 71.23 3.0 40.83 6.0 43.87 10 46.31 15 44.51 30 38.69 Projection from central conductor at 32m 0.5 36.41 Projection from central conductor at 64m 0.5 36.13 It can be seen from Table 11-2-6 that the radio interference at frequency of 0.5MHz of the comparison 110kV line project is 36.13-40.89dB (μV/m), which satisfies the limit requirement of 46dB (μV/m) of 110kV in fine day conditions of Limits of Radio Interference from AC High Voltage Overhead Power Transmission Lines (GB15707-1995). It is known through theoretical calculation and comparison, when the conductor is LGJ-240/30 model steel-cored aluminum strand frame to mainly erect the tower type of No. 1B-ZM11 (single-circuit), under the premise that the erection height of conductor satisfies the regulations of Technical Code for Designing 110-500kV Overhead Transmission Line (at height of 6.0m from the ground for the conductor (the minimum design height crossing the non-resident plot by maximum sag) and at height of 7.0m from the ground for the conductor (the minimum design height crossing the resident plot by maximum sag)), the influence of power frequency electric field intensity, power frequency magnetic field intensity and radio interference generated during operation in 110kV single-circuit line formed after the project line is established and put into operation on electromagnetic radiation of the environment are less than standard limits of power frequency electric magnetism of 4kV/m and power frequency magnetic field of 0.1mT regulated in Technical Regulations on Environmental Impact Assessment of Electromagnetic Radiation Produced by 500 KV Ultrahigh Voltage Transmission and Transfer Power Engineering (HJ/T24-1998) and national standard value of radio interference of 46dB (V/m) at the frequency of 0.5MHz in fine day conditions regulated in Limits of Radio Interference from AC High Voltage Overhead Power Transmission Lines (GB15707-1995). According to path design diagram of the line and the field inspection of project

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surroundings, the villages nearest the sensitive points surrounding the line are Gaojiashan and Gaojiashan Village. It can be known through monitoring data of theoretical calculation and comparison that power frequency electric field intensity and power frequency magnetic field intensity generated during operation of the line rapidly decline with the increase in horizontal distance from side conductor, and the maximum values of power frequency electric field intensity and power frequency magnetic field intensity monitored of comparison project at 10m from side conductor are respectively 0.5656kV/m and 0.812 (μT). It can be known that the influence on electromagnetic radiation of sensitive points along the line after the transmission and transformation project is established and put into operation are less than standard limit of power frequency electric magnetism of 4kV/m and power frequency magnetic field of 0.1mT regulated in Technical Regulations on Environmental Impact Assessment of Electromagnetic Radiation Produced by 500 KV Ultrahigh Voltage Transmission and Transfer Power Engineering (HJ/T24-1998). 4.8.3 Impact evaluation of electromagnetic radiation of 10kV line newly built project of Maojialing Substation to Airport The power frequency electromagnetic field and radio interference generated by 10kV low-voltage line of the project are relatively small, which are exempted from impact evaluation of electromagnetic radiation environment. The electromagnetic environment surrounding the line is equivalent to the background value of the region, which shall not have great impact on the surrounding electromagnetic environment and sensitive points. 4.8.4 10kV line newly built project of Zaotou Substation to Airport The power frequency electromagnetic field and radio interference generated by 10kV low-voltage line of the project are relatively small, which are exempted from impact evaluation of electromagnetic radiation environment. The electromagnetic environment surrounding the line is equivalent to the background value of the region, which shall not have great impact on the surrounding electromagnetic environment and sensitive points. 4.9 Occupational Health and Safety 4.9.1 Analysis of impact of airplane noise on working personnel

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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

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staff health will be adversely affected. Therefore, should strengthen oil disposal, management safety management. According to the civil airport aviation fuel supply safety operation regulations, and the actual conditions of Shangrao Sanqingshan Airport projects, the airport oil disposal management should cover the following aspects: (1) Establishment of safety management, its primary responsibility for the implementation of national production safety laws, regulations, rules and standards; production safety inspection work; to evaluate the safety of operation conditions, eliminates the safety hidden trouble of safety accident investigation; (2) Establish the safe supply of jet fuel management system; (3) On the staff began a safety management system of training and examination; (4) According to the safe operation of the actual situation, organize the assessment of safe supply of jet fuel management system conformity, timeliness, and timely adjust and improve; (5) Engage with the safe supply of jet fuel to run the relevant employees shall be certified; (6) Organize periodic safety inspections, the inspection found problems should be corrected, and the formation of safety inspection records. (7) Develop fuel management and disposal of emergency and rescue system. 4.9.3 Health and safety of dangerous waste disposal personnel Airport depot area dirty oil and hazardous waste, the waste oil shall be reasonable collection and temporary storage, to avoid the human toxic and adverse effects. (1) for hazardous waste disposal personnel to carry out strict safe operation training, to fully understand the nature of hazardous waste and ensure the safety of human body health method; (2) Right choice, qualified waste oil collection, storage equipment, and regularly check; (3) Disposed of personnel in operation should wear protective clothing and masks, avoid hazardous waste direct contact with the skin, eyes, and respiratory system. (4) If the field use, processing, storage of corrosive, oxidation, reactive chemicals at any time, must meet the requirements of the emergency personnel. In the workplace

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should be set easily using a first aid station; if specific workstation suggested first-aid measures is immediately rinse with water, should be in the workstation located near the eyewash station and/or emergency shower equipment. 4.9.4 Other physical hazards According to the specific responsibilities, work at the airport ground service personnel may be influenced by a variety of different physical (physical) damage. The main occupation hazards may include the following causes fatigue phenomenon: carrying heavy loads; baggage and cargo handling repetitive activity/aircraft service operation; and moving ground service vehicle cargo or taxiing aircraft collision; and severe weather hazards. In order to avoid the airport staff were subjected to physical harm, should take the following measures: (1) In order to facilitate ground support vehicles operation, operators in passenger ladder, taxiway and other ground vehicles and aircraft collision where provide safety signs and the channel logo. Provisions of the safe zone to high risk locations were considered, such as a jet engine exhaust area, so as to provide protection for aircraft service personnel; (2) The operator to all in the airport's staff training and issuance of certification . Related to the aircraft support equipment operating staff to be familiar with the passenger and taxiway traffic safety procedures, including the control tower and air contact; (3) To keep the ground support vehicle safety features, including backup alarm, moving parts and protection, emergency brake switch; (4) Engage all the baggage and cargo handling staff, whether it is formal employee or temporary employees, will receive appropriate handling, bending and turning skills training, in order to avoid back injury or stress. Special attention should be paid to the cargo hold of the aircraft handling, where the height is usually not suitable for staff standing (requires special handling or push-pull skills), and may have stumbled and slipping hazards to personnel with appropriate personal protective equipment (PPE), such as into the cargo hold work wear knee pads; (5) Operator should coordinate with airlines, on the implementation of personal baggage weight limit of the necessity of carrying out the assessment, according to the

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local laws and regulations on personal baggage weight limit, if there are no relevant local regulations, while allowing individuals carrying baggage weight limit of 32000 grams (70 pounds); (6) To pass the shift and prescribed rest time to reduce the staff engaged in carrying heavy loads of work frequency and duration; (7) The operator must consider the use of mechanized cargo and baggage handling work, such as the use of leads to the cargo delivery device; (8) Operators provide staff to prevent excessive cold or heat training, including the early symptoms and management skills (such as hydration, rest). For the staff to provide the necessary clothing, to prevent the emergence and weather related to stress, and the use of relevant work environment temperature.

4.10 Social Impact Analysis 4.10.1 Land requisition social impact analysis and measures

4.10.1.1 Introduction of land requisition As the Feasibility Study Report puts forward, this project plans to occupy 2242 mu. The land type: forest of 1572.2 mu, paddy fields of 268 mu, dry land of 91 mu, field of 17.1 mu, surface of 90.5 mu, land for construction of 43.4 mu, unused land of 77.8 mu, other of 73 mu. This period 14 families relocated residents, the housing area of 6470m2, area of two 110kV high voltage lines (dismantled approximately 10 kilometers, new 12km) and one 10kV line (1.2km) require change the line. According to the land occupation and cost estimate for Shangrao Airport , and the information provided by Shangrao county Resettlement and Compensation Office, Shangrao City forest inventory and Planning Institute and local power supply department, the land compensation fees is 39970000 yuan, house demolition and resettlement compensation fees is 4234480 yuan, forest and vegetation restoration costs is 7519320 yuan, relocation of power lines is 33582200 yuan, relocation, resettlement compensation total is about 85306000 yuan. On March 26, 2012, Shangrao City Land Resources Bureau issued an official document titled Initial Comments on the Land Occupation for Shangrao Sanqingshan Airport (2012) 48, which explicitly indicates that the land occupation of this project fits

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into with Shangrao City district land uses master plan and Shangrao county land use master plan. Compensation for the land occupied by the project will be provided by Poyang County. On May 29, 2012, Jiangxi Provincial Land Resources Bureau issued the official document (2012) No. 668 titled the Preliminary Comments on the Land Occupation for Shangrao Sanqingshan Airport. It approved in principle to the land occupation of the project. At present, the preliminary review report for the land occupation of the project has beensubmitted to the Ministry of Land Resources for approval.

4.10.1.2 Social impact analysis of land requisition Land requisition for the project on the social and economic impact is mainly reflected: (1) the airport construction will occupy land for agricultural production, which brings some adverse effects; (2) the change in local residents of production and living conditions, if improper resettlment, will lead to the relocated residents to poverty, arouse social contradiction; (3) an increase of regional social pressure, including population, employment and natural resources; (4) the land resources decrease, infrastructure and public service pressure is increased, the distribution of public resources.

4.10.1.3 Improvement measures for social impact of land requisition Measures for improvement of land requisition for the project on the social and economic effects are mainly: (1) Preparation of a resettlement action plan and social assessment, a full public participation and consultation, so its participation in the project design, safeguard their interests reflected. (2) Reasonable compensation for affected people, especially females of the affected households, and five guarantees households and other vulnerable groups in the housing reconstruction process. Combining with the local government’s technical training program to provide the skills and technical training to the affected people.; give priority to affected people; the planting industry production development project planning, combine local characteristic formation farmer professional cooperatives, on the market

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for a reasonable allocation of resources, the local government should in agricultural production for the affected farmers to provide guidance. (3) Establish a good mechanism of complaint complain, resettlement compensation, resettlement problems resolved in a timely manner. (4) Land resources, to fully inform the original residents, and to seek their views, and in accordance with the Jiangxi Province in the new unified annual output value of standard land and an area piece integrated price policy, immigration investment reasonable compensation. (5) Public resources, focus on placement point to carry out the three links one ping, avoid or reduce resettlement area water circuit and other infrastructure and community facilities is insufficient, and the government needs to guide rational resettlement area village collective rational allocation of the total assets of the original residents, promoting immigration and integration. 4.10.2 Indirect and accumulative social impact analysis

4.10.2.1 Indirect social impact analysis (1) Promoting economic growth The airport has become a national and regional economic growth engine. The airport as an air transport nodes, played a major role in transporting passengers, but with the airport expansion, freight and passenger volume growth and expansion of the airport route network, began on a peripheral region of the economic structure, industry structure. The airport to invest at least two aspects of the impact of regional economy: (1) The airport infrastructure investment will bring economic income and employment increase. According to statistics, the overall impact on European airport GDP roughly in between 1.4%-2.5%; European airport every 1000000 passengers (work unit) can provide 1000 direct jobs, 2000 regional position, 2950 national position. In 2011, February China audit published 10 provinces and cities of the airport construction audit findings display, airport construction to a certain extent, driving the local regional economic development, improve the local investment environment. By the end of 2009, the total investment of 3745000000 yuan of special funds for subsidies 25 airport construction, 23743000000 yuan investment in total, pull move local investment 5898000000 yuan, create obtain

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employment post 59061, effectively promoted the regional economy the steady and rapid development. At the same time, the airport construction to improve the local investment environment, promote tourism and other related industries have played an important role. (2) air transport can change the local area and other areas of economic ties between the airport project positioning for the domestic branch line airport, smaller scale space, airport and rely on a city region economy growth, can be summarized into 3 stages, namely, attract, overflow stage and mature stage. In the attraction, as the business of the airport has not yet reached a certain size, the airport 's meal, repair, cargo and other activities are performed at the airport, the business has not yet overflowing, so the airport to city region economy, especially in areas around the airport to drive less. In the overflow period, airport passenger and freight business volume has reached a certain scale. Airport expansion means that a large number of people, goods and information flow in this together, airport operation and scale economy feature, part of the business development of the external, together with airport external fast channel and urban rail traffic construction, expanding the scope of the airport economic zone, drive circumjacent region economy growth, and for the local provide more jobs. In the mature period, the airport became the hub portal, route network and airport industry development of diversified services, attract more people and logistics gathers together here at airport economic zone to become city space on a growth pole, and the development of city economy and further promote the airport economy. (2) Tourism drive role The construction and operation of airport will form the more rapid and high-efficiency traffic transportation conditions to directly drive the development of local tourism. 1. Promote social exchanges and cultural exchanges Tourism is social interaction and cultural exchanges between tourists, between tourists and local residents, which will not only help deepen mutual affections but also play an active role in establishment and development of diplomatic relations as well as maintenance of world peace. 2. Impact on local residents. Local residents are carriers of tourist destination, which

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play the roles of successor, protector and disseminator for local culture. Tourists intervene into the tourist reception society in the form of its own ideology and lifestyle to cause change in mind of destination residents, thus to cause various types of effects. For example, speech, clothing, consumption patterns of tourists will have direct impact on local residents to form demonstrative effect and caused change in social and psychology of local residents. 3. Impact on local social structure Tourism creates jobs for local women to change their original economic status and social status, and enhance their family economic status. The development of tourism will not only help the community retain the people to migrate, but also attract those foreign people seeking work and development opportunity, which in some extent accelerates the urbanization progress of tourist destinations in the remote areas. (4) Impact on folk customs The development of tourism can promote local modern goods economy consciousness, strengthen national self-confidence, accelerated the local national culture dissemination and internationalization process. If management is poor, it may also cause the assimilation and vulgarity of folk customs; therefore, it is required to standardize the countermeasures for development of folk custom tourism, prohibition of local residents to use vulgar and superstitious customs as well as the fake products to attract customers. (3) Impact analysis of traffic Part villages of Zunqiao and Zaotou mainly depend on these two county roads to get to Shangtao city, which connects with Yeting Avenue of the city. In addition, Zaozhou road from east to west crosses through the north side of airport construction area. As the cross road of Zunqiao, Zaozhou road passes through the township, causing great safety danger to town, thus to influence the traffic capacity of the road. The roads around airport include two country roads from south to north to cross the airport construction area. First bridge and the soap head part of the village mainly depends on the two rural road leading to the Shangrao City District, and downtown Ting Road connected. In addition, there are things to the soap week Road, from the airport construction area on the south side of the pass, soap as the first week highway bridge crossing the road, from the town of town through, causing great hidden trouble of safety,

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is not conducive to the highway traffic capacity. The land occupied during airport construction period will mainly block the two county roads from north and south, not causing interruption impact on the Zaozhou road. Combined with the local development and actual situation, Shangrao City government is proposed to carry out reconstruction of the county road; at the same time, in order to reduce the traffic safety danger of Zaozhou Road that passes through the township, the government planned to carry out route alteration of Zunqiao Township section of Zaozhou Road to keep away from the town, which passes outside the township. The road condition of local township is poor with weak traffic capacity. Combination of the reconstruction can improve local traffic conditions and improve the traffic capacity. During road construction period, it will cause short-term inconvenience for the residents along the line. But after completion, the effect will be then eliminated at once. During the construction, building and construction unit should not occupy the existing lane. It is required to implement unilateral release and construct the other side of the road after completion of one side of road. In addition, it is necessary to strengthen the construction and traffic organization of the construction section to prohibit the road interruption operation. After operation of airport, in the target year (2020), the estimated passenger throughput will reach 500000 person-time, while the passengers received by Shangrao City in 2010 reached 19868000 person-time. The passengers delivered by the airport only occupy 2.5% of tourists of the whole city. Therefore, the arrival of tourists will not generate large congestion and impact on local traffic infrastructure conditions. (4) Impact of tourism and public service facilities

Shangrao City 2010 tourism reception total reached 19868000 person-time. The city now has 40 tourism star hotel, among which 7 hotels are of 4-star and 24 hotels are of 3-star; there are 123 travel agencies. After operation, the tourists brought by the airport operation will occupy the local tourism and public service facilities, thus to increase the traffic as well as wastewater and waste volume. Since the tourists in airport transportation occupy small proportion of local tourists, and Shangrao City government planned to increase the start hotels to 100 during the

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Twelfth Five-Year Plan period (2010-2015), among which including 5 5-star hotels, 20 4-star hotels and 40 3-star hotels. Each county (city, district) has at least one 4-star tourism hotel, and the key scenic spots such as Sanqingshan, Wuyuan, Poyang Lake should have one 5-star tourism hotel. Therefore, the tourists brought by the airport will not cause large impact on the capacity of local tourist reception. In addition, tourists are mainly distributed in the scenic spots as well as the hotels or the cities; these regional sewerage and waste collection facilities are relatively perfect. Therefore, waste water and wastes generated can be properly collected. But since the tourists are from different places, different class and different personal accomplishment, few visitors may dispose waste to cause impact on local environmental health. Therefore, the local government requires further improvement of environmental protection facilities of scenic spots, perfection of management system, and intensification of the management to maintain good local city and scenic environment. (5) Social security impact Tourism activities involve tourists, local residents and tour operators, which will often produce the material benefits, social benefits and other aspects of the relationship. if not well coordinated, it can lead to social tensions, relations deterioration, resulting in business disputes to affect the social security. The traditional dance show obvious sexual teasing and feudal society of the funeral ceremony, the feudal emperors, feudal warlords and other clothing and weapons become photographic props for the economic interest; some people even engaged in prostitution, drug use, speculation and other illegal activities. Therefore, although the operation of airport will promote tourism economy, it may cause negative social influence if supervision is neglected. 4.10.2.2 Cumulative social impact analysis

Cumulative impact mainly refers to the separate development of the environment, which may not have an important impact on the development of a number of planning or development of integrated together to produce major effect; or several separate effects of superimposed together to form a combined effect. With the airport construction and

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operation, Shangrao City also plans to transform to city hub gradually. At present, the government of Shangrao City has not published the airport planning aiming at airport area. But After operation of the airport, with expansion of the airport, large increase in freight and passenger volume and expansion of the route network, the airport will gradually have impact on the land use pattern of the surrounding region. In addition, with effect agglomeration, diffusion effect mechanism enhancement, the region economy structure and industry structure change, thus to evolve into an empty economy highly centralized area. The region surrounding the airport may be gradually set up with modern logistics and distribution warehousing, leisure vacation or travel. Cumulative impact of airport construction and operation mainly includes: (1) Cumulative impact of social relations Airport construction, local communities and residents have formed a relatively stable social relationship network; along with the construction of airports, covering resulted in partial community residents relocation, while covering barrier the original two township road connection. Residents relocation of the original social relationships can form spatial effects, the original relatives, neighbors may separation or far apart, forming the new neighbors, thereby causing the relations on the fusion or alienation. Rural road barrier will also affect the original social contact. With the surrounding the airport economic zone is formed, the new logistics park entry, will increase the new industrial area, leading to resident relocation, local intrinsic social relationships or connections further affected. (2) Cumulative impact of environment The airport area situation belongs to rural areas, according to the current situation of environmental quality monitoring, the local sound environment, the better air water environment, the better the quality. The airport operation, on the local impact is the biggest is sound environment. according to the forecast, target year (2020) the airport aircraft taking off and landing vehicles to 4800 sorties, average daily flights to 13.2 sorties, main models B737, A319, A320, aircraft taking off and landing on the channel below the residents will have temporary noise interference, such as Shanghuangwu, Xiawutang, Xujia village water tower, but were not more than our aircraft noise control

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standards. With the expansion of the scale of the airport, as well as surrounding the airport airport economic area gradually formed around the airport, stream of people, logistics will gradually strengthen; the road traffic flow will also increase. Surrounding the airport community by aircraft noise at the same time, also by vehicle traffic noise impact. Therefore, in order to reduce the noise around airport by accumulation of residents effect of Shangrao City, the government should further strengthen the planning control, pay attention to the following aspects: (1) according to the EIA proposed measures of noise control, implement the surrounding noise within the scope of the residents of housing insulation measures. (2) do the airport runway ends, the channel below the land use planning control, avoid noise sensitive target into control range (3) in the follow-up of the airport economic zone planning, according to the reasonable function layout, avoid noise sensitive function area planning in the channel bottom, at the same time, maintain a residence district, district administration office and Industrial Park, the main road distance. 4.10.3 Impact analysis of land use limit According to noise impact range of Shangrao Airport, EIA puts forward that the airport in 2040 the weighted equivalent continuous perceived noise level (LWECPN) 70dB contour range (i.e., runway ends at 3km, 500m on both sides of the range) to determine the limit value of construction area in this region, identified the main purpose is to avoid future, along with Shangrao Airport air volume of business increasing, noise impact forces expanded condition, in the airport noise within the affected groups, increase further, in this region, in 2020 more than the standard residents take sound insulation of building measures, for the other part, limit building residents, schools, hospitals and other special need quiet land units. The area of major land use types for rural residential land and farmland, limitations in this area construction noise sensitive protection goal, may involve the effects of partial dweller life needs, some students to go to school and village medical needs, but because this district future noise, sound environment influence the normal life of residents effect more seriously, consider the limit construction positive benefits and negative benefit residents in this area of life, set land use limit area of social influence is limited; at the

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same time, according to the domestic departments in charge of environmental protection requirements, the Shangrao City Planning Bureau should be based on the noise influence range to determine the future land use planning, co-ordination to address the future noise around the airport effects of land use, therefore, the restricted area social effects can be accepted. 4.10.4 Analysis and measures for cultural resource impact In March 2012, by the Jiangxi Provincial Department of culture and SSACO specially commissioned, Jiangxi Provincial Institute of cultural relics and Archaeology professional organizations for the Shangrao Sanqingshan Airport construction door church sites within the area of heritage resources of field survey, at or above the county level cultural relics protection unit for the investigation, the results confirm, in the project impact range does not involve above the county level (including the units of cultural relics protection. The survey also found in resettlement, land was within the scope of forest, scattered over the years surrounding villagers buried all kinds of 137 graves. Wherein, belonging to the water tower village 81, first bridge village 13, village of Zhouwu 10 seats and 33 seats. The week village monetary compensation method on the grave, involving migration of farmers in the 800 yuan/grave compensation, farmers own grave migration resettlement, according to the unit and the relocation of residents to the grave consultation, residents were not monetary compensation Qianfen way of objection, Shangrao Airport construction on material culture resources of less influence. According to the Law of the Peoples Republic of China on Protection of Cultural Relics (October 28, 2002) thirty-second in construction or agricultural production, any unit or individual to discover relics, shall protect the spot, immediately report to the local cultural relics administrative departments, the departments of cultural relics administration after the receipt of the report, such as the absence of exceptional circumstances, should be in the within twenty-four hours to the scene, and in seven days with deal with the views put forward. The departments of cultural relics administration can be submitted to the local people’s government to inform the public security organs to help protect the scene; discovery of important cultural relics shall be immediately reported to the State Council, the Department of cultural relics administration under the

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State Council, the Department of cultural relics administration shall be made within fifteen days after receiving the report in accordance with the preceding paragraph that opinion. Cultural relics belonging to the state, any unit or individual shall encroach upon, privately divide, hiding. and Jiangxi Provincial Cultural Relics Protection Ordinance (September 22, 2006) twenty-sixth in construction or in agricultural production, any unit or individual shall protect the spot, found artifacts, and promptly report to the local administrative department of cultural relics under the department of cultural relics administration. After receiving the report, should be rushed to the scene within 24 hours, and in 7 working days to deal with the views put forward. The departments of cultural relics administration can be submitted to the local people’s Government notify the public security organ to help protect the scene. The code of practice on environmental protection during construction of chance find puts forward as follows to management requirements: If the artifacts found during construction, should immediately stop construction, protect the scene, without treatment, and immediately reported to the local cultural relics administrative departments. On the cultural relics administrative departments offer handling opinions, the construction unit according to the cultural relics department issued by the processing opinion to develop cultural construction method, and obtain the approval of the departments of cultural relics archaeological excavation construction, in the end, no unit or individual shall be free of archaeological excavation area to continue the construction or production activities. No unit or individual is allowed to encroach upon, privately divide, caches found artifacts. See the figure below for artifacts found process during construction period:

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Suspected cultural relics are found during Stop construction, construction protect scene

County Project Office

Provincial County Bureau of cultural Project Office relics

Cultural relics Put forward opinions in identification three days No Cultural relics Yes Protect the scene (may request the public security organs for help) Cultural relics level identification of provincial cultural relic administrative departments Cultural National County/Cit relics grade y/Province County/City/Provinci State Put forward opinions in al Cultural Relics Administration fifteen days Bureau of cultural heritage Cultural relics Movable cultural nature Immovable relics cultural relics Professional Excavation County Project Protection Office Put forward construction and protection Provincial requirements Project Office County (city) Project Office

Contractor recovers Carry out construction after demonstration for approval of bureau of whether to select Treatmentcultural Process relics Diagram of Discoveredanother Cultural place for Relics during Construction construction 4.11 Construction camp impact and management measures 4.11.1 Code of Behavior A major concern during a construction of a project is the potentially negative

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impacts of the workforce interactions with the local communities. For that reason, a Code of Conduct shall be established to outline the importance of appropriate behavior, drug and alcohol abuse, and compliance with relevant laws and regulations. Each employee shall be informed of The Code of Conduct and bound by it while in the employment of the Client or its Contractors. The Code of Conduct shall be available to local communities at the project information centers or other place easily accessible to the communities. The Code of Conduct shall address the following measures (but not limited to them): _ All workers and subcontractors shall abide by the laws and regulations of Vietnam. _ Illegal substances, weapons and firearms shall be prohibited. _ Pornographic material and gambling shall be prohibited. _ Fighting (physical or verbal) shall be prohibited. _ Workers shall not be allowed to hunt, fish or trade in wild animals. _ No consumption of bush meat shall be allowed in camp. _ No pets shall be allowed in camp. _ Creating nuisances and disturbances in or near communities shall be prohibited. _ Disrespecting local customs and traditions shall be prohibited. _ Smoking shall be prohibited in the workplace. _ Maintenance of appropriate standards of dress and personal hygiene shall be in effect. _ Maintenance of appropriate hygiene standards in accommodation quarters shall be set in place. _ Residing camp workforce visiting the local communities shall behave in a manner consistent with the Code of Conduct; and _ Failure to comply with the Code of Conduct, or the rules, regulations, and procedures implemented at the construction camp will result in disciplinary actions.

4.11.2 Impact of waste water of construction camp and its mitigation measures Construction camp wastewater has two kinds, one is the construction of persons living in sewage, the main pollution factors of BOD5, COD, NH3-N, fecal coliforms count; another is the site of surface rainfall runoff water, after a wastewater mainly

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contains a small amount of sediment, environment without adverse effects. Construction camp wastewater is mainly affected by life on surface water environment sewage disorderly discharge of polluting effect. Especially for environmental capacity, limited impact will be relatively large. The construction cmaps will be located within the airport site, which produces sewage to sedimentation tank for collecting and treatment, effluent can be used in construction site dust sprinkler suppression, on water environment basic ignorance of developing sound.

4.11.3 Impact of life refuse of construction site and its mitigation measures Construction site to produce a small amount of domestic garbage, peak of construction site construction personnel is generally 1000 people, living garbage generated by the 0.5kg/•d, then the garbage output is 500kg/d. Construction site has set trash, and in the season of spring and summer lime spray or buying drugs disinfection, domestic waste bagging collection, by the local sanitation departments to collect send each district living garbage disposal field of harmless disposal, construction personnel and the surrounding environment to protect the health of life, can effectively control the construction personnel and the surrounding environment for municipal soldi waste induced the incidence of infectious disease. By adopting the measures for prevention and control of pollution, construction garbage’s impact on the environment can be reduced to the minimum, the environment can be accepted.

4.11.4 Impact of food and drink sanitary at construction site and mitigation measures Construction site centralized supply of drinking water by the person responsible for the management, water containers must be cleaned every day, disinfection, the use must be stamped, and must not be placed in the prone to dust, waste gas or wastewater local impact. Strengthen the construction of staff diet and drinking water safety and health education, must wash hands before meals, prevention of disease enters by the mouth.

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4.11.5 Disease control of construction site Construction site setting select or part-time sanitation workers in construction sites, reasonable arrangement of trash, garbage box should be timely cleaning and disinfection (sprinkled the lime powder spraying disinfectant, etc.), forbidden occurrence garbage overflow phenomenon, at any corner should not be stacked rubbish. Construction site centralized supply of drinking water by the person responsible for the management, water containers must be cleaned every day, disinfection, the use must be stamped, and must not be placed in the prone to dust, waste gas or wastewater local impact. For the construction personnel as the main service targets small businesses and places of entertainment, are to be obtained from the local administration of industry and Commerce Department approval, for the prevention and control of infectious diseases. The Contractor shall have a variety of emergency medicine, and strictly control the purchase channels, regularly check the inventory situation, in order to prevent counterfeit and expired drug use. 4.12 Impact analysis and measures of rural road reconstruction 4.12.1 Impact analysis Proposed Sanqingshan airport is located in Houmentang in south of Shangrao, seated at the junction of four townships of Mao Jialing, Zaotou, Zunqiao, Chating, now the roads around the airport are: the transmeridional Zaozhou highway, two township roads from north to south. Parts of villages of Zunqiao and Zaotou mainly depend on the two township roads to Shangrao, which is connected with Ye Ting Avenue in the urban area, while Shangyu highway to the urban area in Zaotou town is far away from villages around the airport, so it is not convenient for the villagers to go out. Due to the construction of Sanqingshan airport, the roads to the urban area in parts of villages in Zaotou and Zunqiao towns are blocked. 4.12.2 Measures proposed The rural road restoration project provides the solutions for the villagers to go out, which involves such villages as: Wan Li, Shi Gu, Mao Wan, Wan Di, Zhou Shi, Luo Shiwan, Fang Cun, Da Shanpai, Peng Jiashan, Zun Gongqiao, Wu Jiatang, Xia Wutang, Shang Huangwu, Huangwu Luojia, Gao Shanqiao, Shang Wan, Zhou Wucun and

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Zunqiao Jizhen. Combined with the main roads construction of the airport, reroute construction of 320 national highway, as well as the development strategy plan of Sanjiang Xinchen, consider it in the long run and combine with the future and current to connect the two township roads that are recovery reconstruction this time with the urban area to make it convenient for people to travel. The following is the analysis and comparison of two plans of the route selection. 1. The comparison of route selection plan of the planning I in the east side of Sanqing airport: According to Sanjiang Xincheng development strategy plan, extends Ye Ting Avenue all the way to connect with Zaozhou highway, the extension of the avenue not only has solved the recovery construction of the original road, simultaneously has also connected with the urban area of Shangrao to avoid the redundant construction after the urban development, also this path runs according to the mountain and it is convenient to be constructed. According to the field survey and the opinions of Zaotou township government and the local village commission, there are two plans for the connection of the road and Zaozhou highway: (1) The west route plan is the suggested plan by the local government and the village committee, considering that the villagers travel with less distance, it is suggested that the connection should be in the west of Zhou Shi village, however, this route style does not favor the future road expansion and improvement of the traveling capability, also does not favor the expansion of the airport; (2) The east route plan is recommended by the program, it not only has a smoother route style, but also avoids redundant construction of the long-term development, also leaves room for the expansion of the airport. Taking the time sequence of road construction into consideration, in the near future, villagers can travel by the connection of this road and 320 national highway, and then transfer to the airport road to the urban area. 2. The comparison of route selection plan of the planning II in the west side of the airport: Route selection is studied with the combination of the 320 national highway and the main roads of airport. This road section connects Zaozhou highway with the 320

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national highway, villagers can travel by by the connection of this road and 320 national highway, and then transfer to the airport road to the urban area. According to the field survey and the opinions of Zunqiao town government and the local village committee, there are 3 plans of route selection. (1) The east route plan, considering the near access to travel for the villagers, Zunqiao township governments and the local village committee take the chance of reconstructing the road, extend Jizhen road to the north, so they suggest connecting from Jizhen main road. However, the connection will without doubt introduce vehicles into Jizhen, and increase the traffic pressure and bring traffic safety hazard, and limit the development of Jizhen. (2) The middle route plan, the plan will be connected at the brickyard in Gao Shanqiao, it has a smooth route style and avoids the traffic impacts on Jizhen, leaves room for the development of Jizhen, Zunqiao, therefore, this plan is recommended in this program. (3) The west route plan, it is connected from a col farmland in the west side of Gao Shanqiao, considering that it is vertical to Zaozhou highway, and there is a subgrade of tractor road, so the plan is for reference, however, the connection is far away from Jizhen, Zunqiao according to the plan and occupies too much farmland. Combinind with the analysis and comparison of above plans, recommend the east plan of Planning I (Zunqiao route, 3.1 km, 6 +2 * 0.5) and the midline route plan of Planning II as preferred plans (Zhou Shi route, east of Zhou Shi village committee, Zaozhou Highway - Planning 320 national highway, 2.9 km, 6 + 2 * 0.5). At the same time, the plan suggests re-routing Jizhen section in Zuan Qiao of Zaozhou highway, to deviate from Jizhen, passing from the north side of it, and relieve traffic hidden danger, improve the traffic capacity, also leaves room for the development of Jizhen. 4.12.3 The trend of road and design parameters Therefore, the subgrades of the two re-routed township roads are determined as 7 meters wide, and specifically 6 meters wide of two-lane pavement, with 0.5-meter-wide road shoulders on both sides. The east route plan of the Planning I of Zunqiao route is the preferred plan, which is 3.1 km long. The middle route of the Planning II of Zhou Shi route is the preferred plan, which is 2.9 km long, the specific trend of the route is shown as the following figure.

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5.Alternative Analysis

5.1 Comparison of implementation and non-implementation scheme

Shangrao City is located in the northeast of Jiangxi Province, east of Zhejiang Province, Quzhou City, South Fujian Nanping area, the west by the Poyang Lake and Jiujiang border on, North and Jingdezhen city and Anhui province Huizhou region contiguous, Fujian, Zhejiang and Jiangxi, in four provinces with the Department, a very important geographical position, known as the thoroughfare of eight provinces, Yuzhang first portal appellation. Reform and opening up thirty years ago, Shangrao City economic construction has made great achievements, the city's comprehensive economic strength, improve the people's living standards, agricultural production and made breakthrough progress, industrial structural adjustment continuously, all-round development of social undertakings. Although gained huge success, but in economic development also exist many difficulties and problems, such as low level of industry, advantage industry not much, area development is not harmonious. Future a paragraph of period is Shangrao City accelerate development, fundamentally change the Shangrao City in Jiangxi development pattern and at the junction of four provinces area to develop pattern in the position of the key period . At the same time, Shangrao tourism resources rich, which has joined the Yangtze River Delta 15+1 Tourism Economic Cooperation System in East China, construction of barrier-free tourism zone, the tourism industry has gradually become a Shangrao City pillar industry. At present, highway, railway, waterway transportation development is very good, basically formed give priority to with highway, railroad, waterborne matching transport network, but the single ground transportation for the city’s comprehensive development has great limitations, is also the region's tourism is still in the early stages of development, tourism tourism main source is limited in the province and the surrounding areas. Therefore, if you don not build this project, will hamper the city society, economy and the development of the whole, it will also hinder the Shangrao City tourism industry development.

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According to the Shangrao City Twelfth Plan Outlines, Shangrao City will be the implementation of a comprehensive integrated traffic development strategy, to the development of modern transportation industry as the main line, to build a project, the construction of the four base the strategy, build water ground to air the Trinity, linking the East and West, north-south, Tongjiang sea modern transportation network. Shangrao City is constructed into four regional transportation hub cities. In 2020, basically complete the various modes of transport layout reasonable, perfect structure, convenient unobstructed, green security of modern comprehensive transportation network. Shangrao Airport Shangrao City Twelfth construction is in line with the Plan Outlines, at the same time, the construction of the airport is the regional economic and social sustainable development the urgent need, it is improvement of local comprehensive transportation system development needs, is rich in tourism resources, is the perfect Jiangxi Province airport layout needs, to respond to emergencies, disaster rescue and defense readiness also has the very important meaning. Therefore, from on macroscopic analysis, Shangrao Sanqingshan Airport project implementation is far better than not implemented. In the macroscopic analysis foundation, to the airport project implementation and whether the specific environmental impact report into the contrast analysis, concrete analysis is shown in table 5-1-1.

Table 5-1-1 List of comparison analysis whether to implement Shangrao Sanqingshan Airport

Project

Comparison factor Implemented projects Projects not implemented Comparison result The construction of the Single ground The comprehensive airport is the regional transportation for the city's comparison, although the economic and social comprehensive changed part of the sustainable development development has great residents of production urgent need, is to improve the limitations, the region's and living conditions, but local comprehensive traffic tourism is still in the early the construction of the Social environment system development needs, is stages of development, airport for the Shangrao rich in tourism resources, is tourism the main source is City economic, the perfect Jiangxi province limited in the province and transportation, tourism etc airport layout needs, to the surrounding areas. have great role in respond to emergencies, Do not change the original promoting, bring good disaster rescue and defense residents of production and social effect. readiness also has very living conditions.

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important significance. But it is beneficial to the perimeter of the airport economy development. Some residents were relocated, change the production and living conditions of the residents. 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 The airport flights, aircraft 2020 of aircraft noise on type low noise, residents local residents will not have a in the vicinity of a sparse significant effect on the distribution, and puts Sound environment No obvious noise source. standard evaluation. forward prevention According to the world bank, measures to properly, airport periphery exists about sound environment was 227 households residents not affected. 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. Accounting for regional land use pattern would be affected, but cover a The area is long-term relatively small area, the influenced by human regional ecological integrity activities, the original limited impact. During the vegetation is destroyed, Ecological The original ecological operation, most of the land is the implementation of the environment system unchanged. flat field hardening of project covers an area of construction land, the small, regional ecological remaining voids, greening, integrity limited impact. coverage increased; soil Effect is not prominent. erosion intensity will be very small. The project waste gas less No emission of air Project construction and to emissions, on ambient air pollutants. region ambient air quality Ambient air quality effects of small, small changed little. influence on the surrounding

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residents. The airport is a part of the Item sewage not sewage treatment station by discharged while the use sewage after the treatment of of reclaimed water reuse reclaimed water for greening, No emission of water achieved emission Water environment part of sewage network into pollutants. reduction effect, under the Municipal Airport, normally normal condition of sewage not to field surface regional water water impact. environment no effect. The solid waste is disposed No emission of solid Project construction and Solid wastes of properly will not cause wastes. the regional influence. environment pollution. Scheme Recommended scheme Comparison scheme recommendation From the table we can see that, though, the project construction to regional increase of new pollution sources; but, because of a small amount of pollutants, and to take the corresponding reasonable prevention measures, so the construction of regional environment had no significant effect. But since project construction to the social environment is of great significance, therefore, the comprehensive comparison, the implementation of the project is necessary.

5.2 Site Selection Basis for Airport

Site selection work for Shangrao Civil Airport, under charge of China Civil Airport Construction Engineering Group Co., Ltd. and in accordance with Preparation Content and Depth Standard of Site Selection for Civil Airport (AP-129-CA-02), had been kicked off in May 2007. Shangrao City was taken as the center of site selection scope, and 6 primary sites had been selected, they are Houmentang, Zhoujia Land, Song Residence, Chating, Ancient Tower and Zhongjia Bridge. Through on-the-spot survey and further analytic demonstration, Houmentang, Zhoujia Land and Song Residence were further selected, and finally Houmentang was taken as the proposed construction site for this airport. In accordance with Site Selection Report for Sanqingshan Airport of Shangrao in Jiangxi Province prepared by China Civil Airport Construction Engineering Group Co., Ltd. comparisons regarding environmental conditions of each site and site location can be obtained in Table 12-3-1 and 12-3-1 respectively.

Table 12-3-1 Shangrao Airport Site Selection Comparison

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Comparison Houmentang Site Zhoujia Site Song Residence Site Comparison Result Content Lies in the south of Shangrao City, Lies in southwest of Lies in north of straight-line distance to Shangrao City, Shangrao City, downtown area is about straight-line distance to straight-line distance 8km, and distance to downtown area is about Position to Sangqingshan Matchable highway is 16km. 17.5km, to Mountain Tourist Spot Straight-line distance to Sangqingshan Mountain 39km, and to Wuruan Sanqingshan Mountain Tourist Spot 63km, and 75km. Tourist Spot is 59km, to Wuruan 97km. and to Wuyuan, 98km. Lies in area of low mountains and hills, Lies in area of low elevation is between mountains and hills, 91 and 115m, the site elevation is between 80 is relatively even, and Lies in area of low and 130m, with terminal airspace mountains and hills, relatively bigger condition is sound, but

Engineering condition Engineering comparisonand selection elevation is between 90 difference, but the site is earthwork treatment and 116m, and the site relatively complex; proves necessary to Natural is favorably even; terminal airspace those extra-high hills; and airspace condition is condition is sound, but side airspace allows to Technical sound, and so are earthwork treatment avoidance of Condition construction geology proves necessary to ultra-high obstacles by s and hydrogeology that those extra-high hills; Flight procedure meet requirements of construction geology design; construction recent use and and hydrogeology are geology and long-term development favorable, which meet Houmentang Site’s hydrogeology are of the airport. requirements of recent airspace condition is favorable, which meet use and long-term more favorable. requirements of recent development of the

use and long-term airport. development of the airport.

Straight-line distance of this site to Meets requirements of Meets requirements of Wuliyang Military Flight procedure Flight procedure design; Airport of Yushan Airspace design; airspace conflict airspace conflict with Mountain is only Condition with surrounding surrounding airports can 24km, airspace s airports can be resolved be resolved by contradiction is by coordination. coordination. outstanding with little possibility of satisfactory coordination. Traffic Entrance road can take Entrance road can take Entrance road can take Houmentang Site Condition use of the new national use of the 320 national use of the 320 national proves more s defence highway that is highway that is 5.5km highway that is 3.5km convenient.

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Comparison Houmentang Site Zhoujia Site Song Residence Site Comparison Result Content 4.5km away in the west, away in the north to away in the east to and a 5.0km-long reach the urban area, reach the urban area, entrance road needs to and a 7.0km-long and a 4.5km-long be paved. special airport road special airport road needs to be paved. needs to be paved. Supportin Houmentang Site proves more convenient as to outside public facilities such as power, water, and gas g supplies, drainage and communications. The other two sites are matchable in these regards. Facilities

25 families in this site need to be relocated, 20 families in this site and houses of 7500m2 need to be relocated, need demolition with a and houses of 9000m2 cost of 3.4391 million need to be undertaken 14 families in this site RMB; the cable of demolition with a cost Relocation need to be relocated, Dong-Tuan 500kv and of 4.3243 million Houmentang Site Condition and 110kv Maozao Line its matched 220kv cable RMB; the existing requires less houses s removed with expenses to be built need to be Rao-Yu 110kv cable to be relocated. of 2.7 million RMB. redesigned, and the and Shang-Yu 220kv current 220kv II cable cable need to be also needs to be removed with a total removed. The total cost cost of 19.5 million of relocation of RMB. high-tension cable is 2.7 million RMB. 54 residential sensitive 30 residential sensitive 60 residential sensitive

airport ( sensitive airport point

surrounding areathe surrounding of

Noise influence in influencein Noise the Houmentang Site points and 15 school points and unknown points and unknown and Song Residence and hospital sensitive school and hospital school and hospital spread ) spread Site are matchable points (common sensitive points sensitive points Environment Influenceand Environment Comparison Selection in noise sensitive

os nlec oprsnadSlcin InfluenceandNoise Comparison Selection villages and teams) (common villages and (common villages and

degree, while spread within airport teams) spread within teams) spread within Zhoujia Mountain

s noise comparison airport noise airport noise proves best. scope. comparison scope. comparison scope.

Running noise airportof Running the influences the HExtending line of central runway of Houmentang Site does not run over

planning area. planning Extending line of Extending line of the urban planning Extending line of central line in central runway does not area, allowing the central line in northeast southwest of the run over the urban least possibility of of the runway runs over runway runs over the

planning area. the plane flying

the urban planning area. urban planning area. over the urban area. Therefore, Houmentang Site is the best in this

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Comparison Houmentang Site Zhoujia Site Song Residence Site Comparison Result Content regard.

Total earthwork quantity of this project

Earthwork Quantity Earthwork is 6,1600,000 m3, Excavation quantity is Excavation quantity is among which, 480,000 m3, and filling 310,000 m3, and excavation quantity is Zhoujia Site is the quantity is 480,000 m3 filling quantity is 3,170,000 m3, and largest site. Ecological Impact Comparison andImpact Comparison SelectionEcological (including airspace 310,000 m3; airspace filling quantity is

clearance). clearance of earthwork 3,090,000 m3. No quantity is 50,000 m3. airspace clearance is required. Land acquisition of 3,000 Mu including forest land of 766.65 Land acquisition of Mu, dry land of

Land Occupation Land 2,232 Mu (one unit of Land acquisition of 1,332.99 Mu, paddy area in China ) covering 3,000 Mu including field of 555.17 Mu, Song Residence Site mainly forest and forest land of 2,1574 gardens of 51.51 Mu occupies the largest

farmland and including Mu, dry land of 48.28 and water area of area of farmland. forest land of 1,473 Mu, Mu, paddy field of 159.96 Mu, plus dry land of 90 Mu and 745.81 Mu, and water undeveloped land of paddy field of 268 Mu. area of 48.51 Mu. 46.99 Mu and residential land of 86.74 Mu. Has moderate distance Least occupation of to the downtown area, farmland; complex and short distances to geology with gullies in Has the shortest Sanqingshan Mountain the middle that needs distances to and Wuruan Tourist treatment; largest Sanqingshan Mountain Spot, favorable airspace earthwork and Houmentang Site and Wuruan Tourist conditions, less demolition serves as the Conclusion Spot; less earthwork occupation of farmland, quantities.( especially proposed site with Comparison and demolition less earthwork and the high-tension cable); consideration of quantities; largest demolition quantities, relatively poor factors. occupation of and extending line of supporting facilities; farmland; difficult the runway does not run less noise sensitive airspace coordination. over the urban planning points spread in the area. Supporting surrounding area of the facilities are favorable. airport. As indicated in the table above, Houmentang shows advantages of convenient traffic, less occupation of land, better sky conditions, less occupation of farmland, small-scale of relocation and favorable facilities by comprehensive comparison and

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analysis on technique, economy and environmental impact. As a result of which, Houmentang Site proves superior to any other preliminary sites involved.

5.3 Comparison of sewage treatment methods

The project sewage solution consists of three solutions. Solution 1 sewage generated by the airport since sewage treatment station after processing all back for greening, car washing and so on, all sewage not discharge; Solution 2 Airport generated sewage all of the municipal pipe network into the municipal sewage treatment plant; Solution 3 as sewage generated as part of the Airport since the sewage treatment station reused to the greening, car washing without discharging, remaining sewage by the municipal pipe network into the municipal sewage treatment plant. Solution 1 sewage after treatment for greening, car washing and so on, during the rainy season, used for landscaping, car washing, water demand is very few, because the Shangrao season for longer periods of time; therefore, need a large enough area to ensure the water storage pool water storage and construction of large water storage pool will increase covers an area of, increase the project investment. At the same time, if the water storage pool area is not enough will also have sewage efflux risk. Solution 2 sewage treatment plant all into the city, although no sewage discharging pollution around water environment risk, but increases the municipal sewage treatment plant operating load, at the same time as the airport greening and other aspects of the water with fresh water and increase water use, is not only a waste of water resources at the same time also did not respond to national emission reduction policies. Solution 3 sewage component reuse, component into the municipal sewage treatment plant, compared with Solution 1, reduce the water storage pool area, reducing the sewage efflux risk. Compared to Solution 2, reducing fresh water consumption, to respond positively to the national emission reduction policies, but also reduce the municipal sewage factory operating load. To sum up, the airport generates sewage portion of the sewage treatment station

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self-built reuse for greening, car washing without discharging, remaining sewage by the municipal pipe network into the municipal sewage treatment plant disposal is the best scheme.

5.4 Comparison of motor vehicle fuel The airport inside the vehicle type, quantity, the evaluation from the energy saving and environmental protection, economy, safety, fuel is added convenience four to compare three kinds of motor vehicle energy-fuel, gas, electric power, see Table 5-4-1. Table 5-4-1 Comparison of motor vehicle fuel Fuel Gas Power The pollution is more Energy saving and Clean energy, emissions serious, CO in tail gas, Clean energy, no exhaust of CO, CO , NO , low environmental protection CO , NO , higher dust 2 X gas discharge. 2 X dust content Vehicle purchase one-time Fuel costs are relatively Fuel costs for the Economy investment is larger, but high secondary level the power cost. Gas explosion limit and If a collision or a fuel light than the fuel high; Vehicle battery charging leak, easy generation of leak in the air can be station combustion hidden Safety fire hidden trouble of quickly spread. The filling trouble, but safety is safety of gas station fire, station fire, explosion smaller. explosion hazard. hazard. Fuel for the traditional The gas adding Fuel additive is Charging station covers fuel, gas station technology is more an area of small, long convenient technology is mature, but mature, filling station charging time. covers a larger. occupies larger.

From the table we can see, relative to the power, oil, gas cost is higher, and the fuel adding stations due to the need for tanks, large occupation area, hidden safety problems. Electric cars although the one-time investment is larger, but the power price is low, no tail gas exhaust, charging station safety. Therefore, recommended in the airport use of electric vehicles.

5.5 Comparison of Sustainable Drainage Schemes

5.5.1 Scheme proposal Airport off-site drainage scheme not only with the drainage outlet is provided, with off-site drainage itself terrain and actual irrigation requirements. According to the Jiangxi Shangrao Sanqingshan Airport project feasibility study report, the original airport site drainage scheme for 6+2 (Scheme 1), namely the airport ground drainage outlet were set in 6, the airport River connected dark letter were set in 2. The culvert 1

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rows of airport north of Zunqiao Village pool Maple concave flood, from north to south through the airport, ca. 586m; culvert 2 rows of airport south of Xinzhou District Maojialing Village Chalong pool flood, from south to north through the airport, ca. 485m. Culvert section size to meet maintenance operation requirements for control. In program draft discussion process, due to decrease in Zhangshutang pool catchment area, it affects downstream of farmland irrigation, my institute suggested adding floor drain outlet to complement its occupation of the catchment area, restoration of downstream farmland irrigation content. In addition, the culvert 2 row Chalong pool most of the downstream Irrigation area basic requisition, pool irrigation function is weakened, and the pool at the airport south, farmland and management (Maojialing Rural Water Tower Village) at the airport by airport north, partition, the usual operational management is not convenient. In view of this, according to the requirements of local villagers, I suggest Chalong pool requisition, the airport excavation backfill of earth and stone, culvert 2 cancel at the same time in the culvert 2 outlet arranged a floor drain outlet, in order to use the original drainage system, the water outlet is assigned row of water product cannot be greater than Chalong pool water catchment area of 0.05km2. the adjustment scheme for drainage Scheme 2 (8+1 for short). 5.5.2 Scheme comparison According to the scheme causes changes in the narrative that Scheme 1 and Scheme 2, drainage is not itself the two parallel programs, but according to the communication process in the newly discovered actual situation made reasonable adjustment. Of course, two schemes have their respective advantages and disadvantages, summarized as follows: 1. From the function comparison, Scheme 1 and Scheme 2 are able to solve the drainage problem and wear of field drainage problems; but Scheme 1 is limited to solve drainage problems, while the Scheme 2 can be combined to solve individual affected pool irrigation water replenishment problem, relatively speaking, Scheme 2 integrated better.

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2. From the drainage works on airport impact, wear less airport culvert, the smaller effect on the airport, security is high. Scheme 1 has two in airport culvert, Scheme 2 only one, or stick out a mile. 3. From the operation management, if dark culvert 2 does not cancel, Chalong pool still belongs to district Mau town water tower village management. As described previously, pool and water tower village by airport partition, flood season inspection required bypass Zunqiao Village, management very inconvenient, and the Chalong pool Irrigation area most airport requisition, actual irrigation function was greatly reduced. Therefore, in this way for 2, Scheme is better than Scheme 1. 4. From the investment point of comparison, it added two floor drain outlet on the original drainage system then partition, not the length of drainage ditch, which also does not increase the investment increase in off-site drainage channel of Zhangshutang pool is very short, about 70m, investment of about 50000 yuan; increase the original culvert drain ditch 2 position off-site drainage basic use the original dark culvert 2 gutter, also add no additional off-site drainage engineering cost. Chalong pool backfill engineering quantity is increased, according to its capacity of 20000 m3, fill the required investment of about 400000 yuan. Therefore, increase the cost of total about 450000 yuan. And reduce the cost for the culvert 2, according to 485m length gauge, investment of about 2000000 yuan. So Scheme 2 saves 1550000 yuan compared with Scheme 1. To sum up, according to the communicating parties as well as to elicit local villager opinion after the adjustment of the drainage Scheme 2 overall better, the design is recommended for Scheme 2, i.e. 8+1 drainage scheme.

5.6 Comparison of Runway Layout Scheme As a result of airport runway layout and airport site geological, engineering technology and the meteorological conditions and other factors are closely related, the main runway layout scheme mainly needs to determine that the runway orientation, length, the specific location. Because the aircraft are required to take off, Shangrao Airport runway direction

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in the dominant wind direction, at the same time according to the clearance and spatial conditions, Shangrao Airport runway direction only, so the evaluation of the selection mainly have been identified in runway scheme based on a flat shift and change the length of the runway analysis of pros and cons. Table 5-6-1 Comparison of runway conditions of different lengths

Scheme for 2400m runway Scheme for short runway Scheme for long runway Models of good adaptability, compared to Occupation is more The project covers a small Main advantages 2400m runway, carrying economic and rational area capacity can improve a promotion Covers an area of moderate The project covers an area Can only meet the small size, can meet the demand of more, and in this period aircraft, to ensure that the of recent flight landing in were long runway Main disadvantages Shangrao Airport 2020, in line with the actual construction, land passenger throughput situation of branch line acquisition work is requirements airport difficult Table 5-6-2 Comparison of different positions of runway layout position Runway Runway positioned Runway positioned Runway positioned positioned westward northward southward eastward From Zaotou To further Town, planes The airport further close Main reduce the flying over the to the city, after the plane amount of advantages town in the takes off flying over the 844000 residents distance is far, city increase, does not None compared to of becomes high, conform to our country to Shanghuangwu this scheme reducing the noise noise pollution prevention projects, not impact on cities law requirements demolition and towns Main On the west is Near the Zaotou Land requisition quantity Further away from the disadvantages military airspace Town, Zaotou increases apparently, city, each an ancillary and airspace Town aircraft to design Zhouwu Village compared to works to increase coordination is influence further and the water tower investment, increase more this scheme difficulty increased village

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6. Environmental Management Plan

6.1 Environmental Management Objective

The objective of preparing environmental management is to through developing practical prevention, reduction, relief or compensation for adverse environmental impacts to enhance advantageous environment effect of such measures, to improve the project selection, site selection, planning, design and implementation of activities; in short, in the entire project implementation process measures, mitigation and management the adverse environmental impacts; and through the implementation of environmental monitoring plan, to evaluate the actual effects of mitigation measures, according to the monitoring results further improve mitigation measures.

6.2 Environmental management mechanism

6.2.1 Environmental management institution allocation See Fig. 6-2-1 and Table 6-2-1 for project environmental management organization of Shangrao Sanqingshan Airport. Institutions of environmental management plan include management institution, implementation institution (execution institution) and consultation service, etc.

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Environmental Protection Department Jiangxi Provincial Leader Group of World Bank Environmental Sanqingshan Airport Protection Department Shangrao Project Office of Environmental Sanqingshan Airport Protection Bureau Sanqingshan Airport Sanqingshan Airport Co., Ltd. Co., Ltd. Environmental Project design unit Construction Environment Environment Supervise the impact evaluation contracting bureau supervision monitoring unit execution of institution environment and management plan Environmental Environmental management execution Environmental management execution institution at Environmental Report the execution supervision institution institution at planning and design stage construction stage management of environment and execution institution management plan at operation period Fig.6-2-1 Structural Diagram of Environmental Management Institution

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Table 6-2-1 Composition institution of environmental management system

Institutional Name of Tasks of Institution nature institution

Leader group of Determine the construction plan, coordinate and solve major problems in Sanqingshan airport engineering advance, to supervise the environmental protection work. 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 Project Office of environmental assessment and environmental management requirements, with Sanqingshan the supervision of environmental management plan, ensure that the Airport 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. Assigned exclusive environmental personnel, who are responsible for project Management construction period and the operation period of daily environmental supervision institution and management, responsible for the completion of the project completion acceptance of environmental protection and the daily monitoring of the project, Sanqingshan the adverse impact on the environment is reduced to the minimum or the Airport Co., Ltd. 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. Responsible for road projects in the planning, design and implementation stages of the environmental protection work. Determine the procedures to meet City the domestic and world bank on environmental assessment and environmental Transportation management requirements, with the supervision of environmental management Bureau, plan; in charge of road project construction period and the operation period of Construction daily environmental supervision and management, responsible for the Bureau completion of the project completion acceptance. See 4-2-1 for environmental management system with the agencies' responsibilities and staffing. Local environmental technology experts carry out supervision, inspection of Inspection the implementation of environmental protection regulations. See 4-2-1 for Group of World environmental management system of the body functions and personnel Bank allocation. Supervision Government administrative supervision Management institution, supervision, Environmental institution inspection items and work procedures of China to meet the requirement of protection environmental management, in the process of the implementation of pollution administrative prevention and control measures to meet the need of environmental protection departments at in China. See 4-2-1 for environmental management system of the body all levels functions and personnel allocation.

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Equipped with environmental site engineer, fulfill the terms of the contract and bidding documents the environment protection and conservation of water and Construction soil content, to meet the World Bank, the local competent administrative Implementation project department of environmental protection environmental protection requirements, institution contractor prepare and submit construction period environmental report. See 4-2-1 for environmental management system of the body functions and personnel allocation. Environmental Accept the Commission, preparation of project environmental impact assessment assessment report. See 4-2-1 for environmental management system of the advisory unit body functions and personnel allocation. Accept the commission, prepare feasibility study report and construction Consultation Design advisory design, and ensure that the environmental management plan measures, service unit programmes to the compilation. See 4-2-1 for environmental management institution system of the body functions and personnel allocation. Accept the Commission, Construction unit daily production activities carried Environmental out supervision and management, preparation of environmental supervision supervision unit report. See 4-2-1 for environmental management system of the body functions and personnel allocation. Qualified environmental monitoring institution, responsible for project Environmental construction period and operation period of the environmental monitoring monitoring work. See 4-2-1 for environmental management system of the body functions institution Monitoring and personnel allocation. institution Quality of soil and water conservation Monitoring institution, responsible for Water protection project construction period and operation period of water and soil conservation monitoring monitoring. See 4-1-2 environmental management system of the body institution functions and personnel allocation. 6.2.2 Responsibilities and Personnel Allocation of each institution In environmental management system of airport project, including management institution, supervision institution, implementation institution, consulting service institution, monitoring institution, these institutions together constitute a complete project environmental management system, each undertakeing different working content, have different responsibilities. The responsibilities and staffing of the project are shown in Table 4-2-1. Table 6-2-2 Responsibilities and personnel allocation of environment management institution Name of Type of Personnel Responsibilities of Institution institution institution allocation 1. World Bank sends inspection team each year to take charge of the Supervision special inspection of project implementation; World Bank 1 person institution 2. Examine the execution conditions of project loan agreement and the implementation conditions of environmental management plan. Environmental 1. According to law, carry out whole-process monitoring and Supervision protection 1 person supervision management of the project, including approval of project institution department at environmental impact assessment report (including sub project

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each level environmental assessment), environmental monitoring and supervision management at project construction stage and operation stage. 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 management requirements; Airport office 1 person institution 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; 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; Sanqingshan Management 6. Do a good job in engineering construction and operation process of Airport Co., 1 person institution complaint records, sorting, processing results to the public answer, Ltd. 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) 1. Responsible for traffic engineering cost management; to organize City the implementation of traffic engineering construction; responsible for Transportation Management traffic engineering quality and safety supervision; Bureau, 1 person institution 2 for the road construction period and the operation period of the Construction daily environmental supervision and management; Bureau 3 charge after the completion of the project completion acceptance

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Environmental Environmental 1. Make on-the-spot investigation, the environmental evaluation; assessment assessment Several 2. Responsible for the preparation of environmental management plan unit institution content and to provide related advisory services 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 Project control measures, production, waste and hygiene and disease supervisor Consulting prevention; 1-2 (environmental service 3. regular fill in environmental supervision report the check list; persons supervision institution 4. construction unit in construction activities encountered on work) 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. 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 Construction Implementation notice, 3 working days to complete the rectification (requires Several unit institution 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 1. In the project construction period and operation period in Environment Monitoring 1-2 accordance with environmental monitoring plan project for Monitoring institution persons environmental monitoring, archiving and reporting the Airport institution Company Limited; Water 2. In the project construction period according to water conservation Protection Monitoring 1-2 monitoring plan the project of water and soil conservation monitoring, Monitoring institution persons archiving and reporting the Airport Company Limited; institution 6.3 Environmental Management Procedures

6.3.1 Objective of making environmental procedures The objective is to develop ECOP civil engineering projects is inevitable in the potential detrimental effects, to develop a set of detailed, technical feasibility,

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financially sustainable, operational environment countermeasure, clear project management, project owner, construction unit, supervisor, department of environmental management in project bidding, design and implementation of environment during the construction period management and organization construction measures and arrangements, as far as possible to eliminate or compensate for project construction on environment and the negative social effects, reduce it to an acceptable level. Its specific goals include: (1) Clarify environmental management duties of project related department Project management department, project owners, design unit and environmental assessment unit carry out detailed site check, confirm, confirm the reasonableness of the site for environmental protection target, and put forward the effective environmental mitigation measures. At the project bidding stage, clarify and take the implementation of the requirements in environmental protection practice as the due obligations of bid winning unit. In addition, the requirements of environmental protection code of practice in the requirements should be incorporated into the engineering design and construction of practical activities. (2) Operating guidance for environmental management Environmental protection implementation procedures clarify the environmental management system of small-sized civil construction, clarify the responsibilities and roles of each unit in environmental management system and put forward procedures and methods of communications between departments. The text will be submitted to design unit as the important basis for project design. At the same time, it will be submitted to the construction unit as the practice guidance for environmental management during construction, which can effectively ensure the successful implementation of the proposed environmental mitigation measures. 6.3.2 Environmental Management Procedures

Environmental management rules cover design, construction and operation stage.

Environmental management procedures include the construction period, construction period of general environmental management procedures for

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environmental management procedures (related to sensitive point) and runtime environment management procedure (related to sensitive point).

6.3.2.1 Generic environmental codes of practice during construction period (Generic ECOPs)

See Table 6-3-1 for mitigation measures for generic environmental impact of Shangrao Sanqingshan Airport Project.

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Table 6-3-1 List of Elimination Measures for Common Environmental Impact of the Project Implementation Supervision Monitoring Item Elimination Measures for Environmental Impact institution institution institution

Design stage (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 Project office, sensitive points, and in line with the city ( county ) city, traffic, water supply and drainage planning. owners, city (2) To consider the protection covers the range of Ecological environment, minimize disturbance to (county) vegetation, prevent soil erosion. environmental Reference for location environment (3) In the stage of site of locally confined conditions to avoid or from technical economy Design unit protection argumentation avoidance is not practicable, the affected sound environment sensitive targets from the agency and flight procedure design should consider measures of noise reduction, while making the measures of Department cost estimate. of (4) The environmental protection and engineering design of synchronization. transportation (5) desing will follow Annex -GBT50378-2006 Green Building Evaluaton Standard . Construction stage

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(1) To determine the project covers an area of and permanent temporary area ( construction Construction Project office, Owners in production area, construction camp and road construction, construction material field ) range, good unit owners, city the form of for projects for the relevant procedures. (county) a contract (2) The construction area should make an existing pipeline survey work, avoid the construction environmental to entrust a Construction site environmental practice at destruction of existing pipelines. protection qualified preparation stage (3) Construction of the production area, construction camp, road construction and soil, abandoned agency and agency dreg site away from surface water. Department (4) Construction unit and city (county) the project organization consultation to determine a suitable of public water, should use municipal tap water as drinking water source, no new drilled wells. transportation (1) Note that watering dust, to reduce dust pollution. Surface (2) The construction Slag should timely removal, engaged in earthwork, slag and construction waste cleaning transport, must use a closed transport vehicles. Main (1) Strict control of roadbed, pipeline excavation, avoid the overbreak damage to surrounding Construction construction vegetation, prohibit the construction area of arbitrary cut down the trees. Roadbed site environmental (2) The waste soil shall be timely removal, engaged in earthwork, slag and construction waste construction management impact transport, must use a closed transport vehicles. control (3) The construction site watering dust reduces dust pollution. Airport Asphalt mixing station must adopt centralized mixing plant, mixing station construction should be pavement located in production areas, strictly prohibited in the construction zone setting asphalt mixing station. engineering

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and entry road engineering

(1) Completion of the construction project should destroy land ecological restoration, restoration of at least before construction. Ecological (2) In the process of construction of arable topsoil stripping should be temporarily stacked on a site recovery 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. (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 Construction of night construction permits, at the same time announcement maximum to gain public support. noise (2) The distance of construction site is near the sensitive points (less than 50m), which should take mobile or temporary sound barriers and other noise control measures. (3) The construction site should be kept away from surrounding schools, hospital school near strong noise mechanical construction time and the school agreed, try not to the school have an exam time construction.

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Others (1) Construction site is strictly prohibited to burn all kinds of waste. Surface (1) Note that watering dust, to reduce dust pollution. cleaning (2) The construction soil should be timely removed with reasonable disposition. (1) Give priority to rely on municipal asphalt mixing plant procurement. Asphalt (2) For asphalt concrete mixing station shall be used and good sealing performance, high dust mixing removal efficiency of mixing equipment, prohibit the use of semi closed asphalt boil operation process. Construction Concrete (1) Preferred commodity concrete. of production mixing (2) Concrete mixing wet mixing concrete with mixing process sealed state. area (1) Earth, cement and lime and other bulk material transport, temporary storage and handling environment Material process, should take the wind shielding measures or dust control measures. impact handling (2) The material depositing area site should be flat and solid. control storage (3) The construction materials such as cement, lime, gravel pile site should be located Weidang measures, and Gabon cloth cover to reduce rainwater pollution. (1) The construction site entrance set flush vehicle facilities, enters the vehicle must be clean, car Construction cleaning equipment and site exit shall be paved with concrete roads, asphalt or hard core sediment, transport will not bring out of the site. vehicle (2) Engaged in earthwork, slag and construction waste transport and use a closed transport vehicles. Precasting (1) Concrete mixing wastewater may not discharge, collection and processing by sedimentation tank

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yard returned to field watering dust suppression measures, after the end of construction sedimentation tank shall be covered soil burying, and ecological restoration. (1) The large vibration of the fixed mechanical equipment (such as mixer etc.) should be the installation of vibration reducing machine. Construction (2) Fixed noise source should be equipped with soundproof hood (such as the TRAM) or placed in noise 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. (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 Others within the relatively flat area, and the use of bagged soil temporary retaining, surrounding the establishment of temporary drain and settling measures, and the dustproof net cover, after the end of construction for the construction camp of ecological restoration. (3) Construction site is strictly prohibited to burn all kinds of waste.

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(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. Dripping oil pollution (4) In mechanical repair facilities should be set of horizontal flow sedimentation tank, oil sewage control from the sedimentation tank is collected, the acid-base neutralization, precipitation, grease, slag and Construction other simple treatment before discharge, after the end of construction sedimentation tank shall be equipment covered soil burying, and green. management (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. (1) Construction unit must be selected in line with the relevant national standards of construction machinery and transport vehicles, as far as possible selection of low noise of construction machinery. Equipment noise control (2) The large vibration of the mechanical equipment should install the damping frame is fixed, fixed the strong noise sources should be considered with sound-proof cover (such as the TRAM) or placed in indoor operation.

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(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 (1) Construction unit must select construction machinery and transport equipment in line with control national health standards to ensure that the waste gas emissions in line with national standards. (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. Solid waste control (3) In the machinery, equipment and transport vehicle repair maintenance can not be concentrated in various sections of the Department of repair points, should use the container or solid sorbent materials absorb device to generate the oily wastewater, collection storage after Sinotrans Sinotrans treatment, location should be selected with this kind of waste disposed near the qualification for disposal. Environmental (1) Produce waste slag should be timely removal, engaged in earthwork, slag and construction waste protection of Site leveling transport, must use a closed transport vehicles. construction (2) Watering dust to reduce dust pollution.

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camp (1) Canteens should set up separate oil pool, and shall entrust the removal units timely cleaning, implementation removal units required to hold the approval of relevant departments of waste disposal qualification code 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, Life sewage control 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. (1) Construction camp food is subject to the local environmental protection departments, the use of Life waste gas control natural gas, electric power and other clean energy. (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 Solid waste control timely removal treatment. (3) Canteens should set closed swill bucket, and shall timely removal. (4) Septic entrusted shall promptly cleaning, and construction will end in septic soil burial.

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(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 Ecological impact control 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. (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. Other requirements (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. Environment impactcontrol Environment (1) In the construction of deep excavation should be avoided as far as possible, the excavation and

Construction soil of filling balance, such as debit, priority should be given to the procurement of goods of earth or Overall material field coordination of urban construction projects soil, to avoid a single set of soil, can fundamentally

- taken field taken requirements environmental eliminate the soil 's impact on the environment. protection (2) Projects should take soil soil concentrated manner, in order to reduce the amount of soil.

practice (1) In soil-taken operation, it is necessary to pay attention to watering dust, to reduce the excavation Dust control the dust pollution.

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(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 Ecological retaining, surrounding the establishment of temporary drain and settling measures, and the dustproof impact control net cover, after the construction of ecological restoration for soil. (2) After completion of the project should be carried out in vegetation restoration. Landscape (1) In accordance with the project EIA report, take corresponding measures to protect the control environment (1) Such as the generation of waste, should be considered first in situ or to any other site recycling, Environmental impact control Environmental field of residue or for the return of soil vegetation restoration, to avoid a single set of discarded soil field, can Overall fundamentally eliminate the soil’s impact on the environment. requirements (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. (1) Residue field should compaction in layers, can effectively inhibit the generation of dust. Dust control (2) To take water spray dust suppression mode and reduce the surface exposed to bring the dust pollution. (1) Before approach of residue field, the surface soil digging out for land reclamation, soil should be Ecological temporarily stacked on a site within the relatively flat area, and the use of bagged soil temporary

impact control retaining, surrounding the establishment of temporary drain and settling measures, and the dustproof net cover, after the end of construction for the residue field ecological restoration.

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(2) Sampling should be performed after vegetation restoration.

(1) May not be in the ground runoff pool surface shall not be stacked in the stacking; project near roads or rivers sensitive area; shall not be stacked in affecting construction or road unobstructed areas; as stacked in the low-lying idle land, to reduce the protection engineering quantity. The topsoil is stacked on both sides of the subgrade requisition range; in order to avoid earth slide in the pile of earth, set around the braided bag temporary blocking; temporary storage of Topsoil Used in late slope greening soil. Construction area of main (2) Should be timely slope protection on subgrade slope protection, in principle, because this project body project Water loss and contains the roads were so considering urban road, on both sides of the land development, ecological soil erosion protection, should be the main light retaining supplemented. Combine with the engineering prevention geological and hydrological conditions, the fill road section adopts the geonet grass protection local scheme sections, by retaining wall. (3) Temporary earthwork stacking set with fences, prevent being washed. (4) Subgrade drainage outlet desilting basin. Construction production Construction control points of the production zone for soil and water loss, due to the vehicle from the control area frequent and stacking need, it shall all the venues hardening of cement. (1) The rainy season should be in the project area of low-lying land outside the boundary set Construction road control temporary blocking gutter, in case of rain. area (2) On Soil and pile material dust network coverage, and set the block, to prevent being washed.

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(3) Reasonable arrangements for the project, shorten the temporary land use time, completed the construction of Temporary Land Restoration Vegetation and reclamation. (4) For the new road construction, must do a good job of protective engineering and drainage engineering. (5) Reasonable arrangements for the project, shorten the temporary land use time, completed the construction of Temporary Land Restoration Vegetation and reclamation. (1) The sheds and hardening region other than the part temporary green, sowing and planting grass shrub, afforest and beautify the environment to camp. Construction camp control (2) Built brick drainage ditch to quickly exclude site water. zone (3) At end of the project, demolish sheds and harden region, land renovation and restoration of vegetation. (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. Soil-taken field control (2) As far as possible to dig down a soil restoration, a green transformation, a piece of, prevent zone excavation causes large area bare surface, leading to severe soil erosion, greening measures before the implementation of the topsoil, filled to the Green Zone, and the implementation of land consolidation measures. (3) Soil slope vegetation measures is difficult in the short term rapid recovery, meet strong rainfall

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for temporary coverage, lest the runoff scouring slope. (4) Complete construction on Soil Restoration Vegetation and reclamation. (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. Slag control zone (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. (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 Ecological recovery 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. (1) If the construction is found during the unmovable cultural relics (including ancient sites, ancient Protection of cultural relics 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. (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 Construction traffic management 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. (1) For driver safety driving, the vehicle according to the road planning route running, shall not be arbitrarily changed routes and lane. Traffic safety (2) Improve driving technology, the provisions of driving personnel must have license. (3) Limit the running time, the driver turns driving. Avoid the dangerous road and time travel,

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thereby minimizing accidents, vehicles, pedestrians should be in accordance with the signals to pass, obey the traffic police command. (4) Mounted on the truck speed control system, supervision and driver. (5) The timely purchase of spare parts vehicle maintenance, avoid because of equipment failure or components of premature failure and serious accidents. (6) Minimize the pedestrians and vehicles using the road construction of confounding, crossing the road to go the pedestrian crossings or pedestrian bridges, underpasses, and motor vehicle forcibly. (7) Improve sign visibility and enhance traffic safety. (8) In the vicinity of the school community traffic safety and pedestrian safety education. (9) Emergency staff to coordinate to ensure that in the event of an accident to provide appropriate first aid to local procurement of materials to reduce the transport distance in construction use of large van in order to reduce the traffic volume. The traffic safety restrictions, by road signs and signals officer reminding pedestrians and other vehicles of dangerous traffic situation. In sensitive sections, such as schools, hospitals, nursing homes and residential area, commercial area to build a temporary footbridge to ensure the safety of pedestrians crossing the street (10) As far as possible to obtain raw material locally to shorten the transportation distance, to use the bus and other transportation workers, as far as possible to reduce the use of foreign vehicles. (11) To avoid the transportation vehicle overload, and to transport vehicle cover to avoid transportation there, want detailed plan vehicle transportation routes and time, avoid transport vehicles in the central area, the traffic to and area residents travel for demanding sections, according

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to the actual situation to make night transportation of transit. Lime soil leakage was clear in time to reduce dust pollution. (12) In excavation of road to set the warning sign with light tip in night; (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 Hazardous and flammable and explosive warehouse, and set up warning signs, the ground should be seepage prevention treatment, and materials prepare the absorption bag/sand/sawdust and other emergency materials. (3) Emergency response plan, construction before approaching the workers responding to provide training. (1) The bulletin board set at the construction site, name of the project, main construction contents of announcement, the construction time and other information, and shall make public announcement complaints with suggested contacts. (2) Arranged for environmental protection professional technical staff to answer the public about the environmental protection question. Public participation (3) Nocturnal continuous construction, shall handle the relevant formalities, and notice the surrounding residents, bulletin information should include continuous start-stop time and environmental protection departments of the night construction permits. (4) If the construction is required to break the municipal services (including water, electricity, telephone and bus lines, etc.) should be at least five days in the project and the affected residents,

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enterprises post notice to inform the public, and indicate the starting and ending time interrupt service. (5) From all the public opinions, problems should be documented, in response to public questions, should be timely answer, respond to all comments, answer, respond to the results should be recorded and archived, and accept the supervision institution examination. (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. Social environment impact control (2) The construction of transport vehicles should avoid local traffic peak hours, to prevent traffic congestion and accidents. (3) The proposed road construction during the occupation or destruction of the local road, after the end of construction should be carried out to shift or protective treatment, and pavement restoration and landscaping, and pay the local government a fee, to preserve the local government and residents' legitimate interests. (1) In order to strengthen the project and surrounding landscape harmony, coordination, filling, Landscape impact control excavation slope with the natural ground phase edge then, can use the arc slope to improve its visual effect. The slope surface should be a rough surface, so that the surface can be taken to prevent or

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grassing measures such as retaining wall can be used. Shielding method for planting, planting shrubs and trees often be masking, also can be planted vines, in order to improve the visual effect. (2) In view of road construction along the sides of many arrangement, should be advised to increase environmental propaganda, improve the management staff and construction staff awareness of environmental protection, the prohibition of the life and production of waste disposal. (3) Residue field, building materials of the dumps, strictly within the area of operations, which is prohibited due to arbitrarily discarded pollution landscape environment. (4) After the completion of the project, should be timely cleaning residue field, material field, road construction and construction camp and other venues within the dirt and garbage, leveling the ground, try to restore the original landform and vegetation, the engineering construction and the surrounding natural environment harmony. (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 Construction safety equipment and personal labor protection articles. (3) Construction unit for the construction personnel safety helmet, safety belt and engages with the types of matching the safety shoes, clothing and other personal labor protection articles. (4) The construction site should use the low noise equipment, promote the use of automation, the sealed construction process, reduce the mechanical noise when in operation, and the operator should

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wear ear plugs hearing protection. (5) The basement waterproof anti-corrosion, and other operations can not guarantee a good natural ventilation operation area, should be equipped with forced ventilation facility operators in toxic and harmful gas workplace should wear a mask or respirator. (6) In the workplace dusts, should take the watering and other facilities to reduce dust concentration, the operator should wear anti-dust masks; welding operation, the operator should wear protective masks, goggles and gloves and other personal protective equipment. (7) The high temperature operation, the construction site should be equipped with cooling products, reasonable arrangements for work and rest time. (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 Health medical exceed two, prohibiting the use of beds. (4) Canteens should be relevant departments issued a valid health permit, all kinds of specification for apparatus for cleaning. Cook should hold valid health permit. (5) Canteens should be set up in the toilets, garbage station, away from toxic and hazardous sites and other pollution sources. (6) Canteens should be set up an independent production room, storage room, the door below should

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be not less than 0.2m rats preventing baffle. (7) The toilet, health facilities, drainage ditches and damp areas should be disinfected regularly. (8) Living area should be set a sealed container, regularly fly, timely removal. (9) The construction site should set up a clinic, with health care kit, commonly used drugs and bandages, tourniquet, neck support, stretcher and other emergency equipment. (10) Construction of infectious diseases, food poisoning, acute occupation poisoning, should be timely to the occurrence of the health and epidemic prevention departments and construction departments report, and in accordance with the health and epidemic prevention departments of the relevant provisions of the disposal. Operation stage Owner Provincial Project (1) The formulation of operation period of dangerous goods transportation accident emergency Management measures. Office, each (2) Strengthen traffic management, the project start and finish setting speed, Jinming signs, to control county (city) Environmental risk control the traffic noise pollution. project office, (3) In schools, hospitals, large residential district department facilities painting sidewalk ( zebra ), owners, special environment sensitive point add signal lamp, protection of people travel. county (city) environmental protection

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agency and the Department of transportation

6.3.2.2 Generic environmental codes of practice during construction period (Special ECOPs) See Table 6-3-2 for mitigation measures for environmental impact during construction period of the project; Table 6-3-2 List of mitigation measures for special environmental impact during construction period Item Mitigation measures for environmental impact Implementation Supervision Monitoring institution institution institution 1. Mitigation measures 1) Land Involving 14 households, 13 households have been relocated to the Sanqingshan Shangrao City airport for ecological impact requisition residential area, focused on the Shangrao County Zunqiao VillageZhouwu Airport Co., Ltd. office, Shangrao City relocation village. In Zaotou Town weeks village require the demolition of 1 Construction Bureau abandoned temporary housing. World Bank Shangrao Sanqingshan loans in accordance with the Airport Project Resettlement action plan to implement the demolition work placement. 2) Occupied In the expropriation of farmland should be strictly in accordance with Sanqingshan Shangrao City airport farmland national and Shangrao City requirements, implementation of land Airport Co., Ltd. office, Shangrao City compensation acquisition approval procedures, ensure farmland occupy filling balance, Land and Resources quality and quantity is not reduced, at the same time attention topsoil Bureau

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stripping and protection. 3) Forest In accordance with the provisions of woodland requisition formalities, pay Sanqingshan Shangrao City airport compensation the recovery fee of forest vegetation. Airport Co., Ltd. office, Shangrao City Forestry Bureau 4) Vegetation Peel region accounted for surface mellow soil, temporarily stacked in Construction unit Shangrao City protection syndrome region free, take temporary protective measures, after the end of Environmental construction for field construction area and outside the temporary area of Protection Bureau, Sanqingshan Airport the soil; green plant. Co., Ltd. 5) Camphortree In accordance with the established Camphortree transplant program, carry Jiangxi Yuanquan Shangrao City transplant out transplant of Camphortree (3722 strains) distributed in occupied area as Co., Ltd. Forestry Bureau, far as possible to ensure that the survival rate. Sanqingshan Airport Co., Ltd. 6) Animal No construction project area for hunting birds, construction time and Construction unit Shangrao City protection manner, reduce the construction noise on the birds interference. Forestry Bureau, Sanqingshan Airport Co., Ltd.

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2. Water and soil 1) Main body Site leveling, first carry out the region's topsoil stripping. Construction unit, Shangrao City Water Entrust the preservation measures project prevention Site leveling, first along the field area flat area inside edge fixed drainage supervision unit Conservancy Bureau, qualified unit to area ditch, the water outlet of desilting basin, in the construction of road side Sanqingshan Airport carry out drainage ditch excavation temporarily, and the field leveling area edge Co., Ltd. monitoring of drains; water loss and soil The presence of two sides of side clearance excavation slope and erosion embankment slope drainage ditch, to intercept and rainwater collected and drained to off-site drainage system; in the embankment slope setting drainage ditches to prevent rain erosion slope; The area around the junction after site formation will be formed in excavated slope and embankment slope, using masonry slope protection grid. Construction diversion of rain and sewage system; Terminal area is subject to the functional zoning of green plant, flight area the low grass green. 2) Temporary land Construction site leveling, in venues surrounding the establishment of Construction unit, Shangrao City Water Entrust the prevention area temporary drain, at the same time with the airport ditch connected; after the supervision unit Conservancy Bureau, qualified unit to construction, the construction site resulting hardened layer removal and Sanqingshan Airport carry out crushing treatment, removal of the hardened layer backfill soil. Co., Ltd. monitoring of Topsoil temporary yard accumulation slope toe setting soil bag wall of water loss and soil temporary retaining, in the surrounding the construction of temporary erosion 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

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sedimentation basin; slope, using the spray sowing grass shrub slope protection. 3. Mitigation measures 1) Construction Reasonably arrange construction machinery usage, reduce noise equipment Construction unit, Shangrao City Entrust the for noise impact machinery use time, and strengthen all kinds of construction machinery repair and supervision unit Environmental qualified unit to maintenance. Protection Bureau, carry out 2) Construction Strictly limit the piling machinery used at night, the distance from the Sanqingshan Airport monitoring of time airport boundary near the water tower village and yellow dock Village Co., Ltd. construction noise residents of the nearby construction, should be arranged in the daytime. 3) Noise In the structure of construction stage, on concrete pump, concrete tanker protection can make tents surrounding noise reduction. 4. Mitigation measures During the construction period shall timely on-site storage of earthwork sprinkler, to keep it Construction unit, Shangrao City Entrust the for waste gas impact moist surface, or take cover in the manner of treatment, to reduce the amount of dust generation. supervision unit Environmental qualified unit to Avoid outdoor stack building materials, fine particulate material to storage, handling light to Protection Bureau, carry out prevent the packing bag rupture. Sanqingshan Airport monitoring of Limit entry transport vehicle running speed, and to transport lime, cement, earthwork and Co., Ltd. waste gas 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. 5. Mitigation measures 1) Construction Construction area set sedimentation tank, the drainage into the Construction unit, Shangrao City Entrust the for water impact waste water sedimentation tank after precipitation the upper clean water can be used for supervision unit Environmental qualified unit to the construction site dust and vehicle cleaning operations. Protection Bureau, carry out Flushing sand stone, concrete mixing and conveying equipment flushing Sanqingshan Airport monitoring of waste water can be recycled without discharging into the settling tank. Co., Ltd. waste water

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2) Life waste In the construction site within the set of aqua, living wash and restaurant water wastewater centralized collection way, by the sedimentation for field of dust. 6. Mitigation measures 1) Drainage In the process of construction need to do a good job of surface drainage Construction unit, Shangrao City Entrust the for groundwater work, slope toe, Ma should set the drainage ditch, avoid the infiltration of supervision unit Environmental qualified unit to impact surface water groundwater pollution. Protection Bureau, carry out 2) Monitoring of Pay attention to the engineering deep lots of groundwater quantity and Sanqingshan Airport monitoring of water quality and quality (including pH, permanganate index, total coliforms, ammonia Co., Ltd. underground water quantity nitrogen, total hardness, anion synthetic detergent, volatile phenols, water petroleum) were monitored. 7. Mitigation measures 1) Construction Construction waste at the end of construction should be promptly after the Construction unit, Shangrao City for solid waste impact garbage removal. supervision unit Environmental 2) Municipal soldi Life rubbish temporary storage and sent to the municipal refuse treatment Protection Bureau, waste system for disposal. Sanqingshan Airport Co., Ltd. 8. Measures for According to world bank’s business policy for OP4.11 artifacts, the contractor assigned Construction unit, Shangrao City Cultural cultural relics personnel before the approach to protect cultural relics shall organize the training and capacity supervision unit Relics Bureau, protection strengthening and other activities, such activities. It is necessary to directly include in the project Sanqingshan Airport content, but not delay to possible future action for, the costs also should be included in the total Co., Ltd. cost of the project; construction if the accidental discovery of suspected artifacts should immediately stop construction and organization of the scene protection, notify the local cultural relics administrative departments, the related departments to confirm before continuing to operate; in suspected heritage identification and protection period, the contractor may arrange does not affect the suspected heritage identification and protection work of the other. 9. Public interference Bulk material transport should avoid the town fair trade road or fair trade day; Construction unit, Shangrao City

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Transportation at night, to slow to a crawl, forbid whistle; supervision unit Environmental Ensure the construction behavior without damaging adjacent public service facilities; Protection Bureau, The construction of the temporary occupation of the passageway, in addition to obtain municipal Sanqingshan Airport approval, must build temporary road pedestrian safety; construction site water or construction Co., Ltd. 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. For the construction to provide a contagious disease prevention knowledge; Construction unit, Shangrao City To the construction workers with adequate supplies; supervision unit Environmental In the surrounding construction site to the public security knowledge; Protection Bureau, 10. Health and safety At the construction site to set the hazard warning signs, banning the public into construction site Shangrao CityPublic and other dangerous places. Health Bureau, Sanqingshan Airport Co., Ltd. The team construction to implement environmental responsibilities in management, engineering Construction unit, Shangrao City contract, should include the provisions of the environmental protection, the construction supervision unit Environmental machinery, construction method, construction schedule proposed environmental protection Protection Bureau, 11. Construction camp requirements, as well as in the process of construction dust, noise emission intensity and other Sanqingshan Airport constraints and measures. Require construction unit according to the requirements of Co., Ltd. environment protection and construction, and the construction the process of the implementation of environmental protection measures for inspection and supervision.

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6.3.2.3 Specific Code of Environmental Management during operation period (Mitigation Measures in Operation Stage) See Table 6-3-3 for mitigation measures for specific environmental impact during operation period of Shangrao Sanqingshan Airport Project. Table 6-3-3 List of mitigation measures for specific unfavorable environmental impact III. Operation stage 1. Mitigation measures 1) Field green Choose suited to the local climate, soil conditions and native plant, Sanqingshan Shangrao City for ecological impact according to different purposes and different airport regional function, do Airport Co., Ltd. Environmental point (single building near the small green), line (all kinds of traffic roads Protection Bureau 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. 2) Maintenance of In accordance with the established transplanting plan careful conservation, Jiangxi Yuanquan Shangrao City Camphortree improve the survival rate. Co., Ltd. Forestry Bureau 3) Measure for Develop a special management system, record information on bird Sanqingshan Shangrao City expelling bird activities and carry out bird prevention training. Airport Co., Ltd. Environmental Adopt professional bird driving equipment. Protection Bureau Carry out management of airport site environment and reduce the birds regularly to attract publicity surrounding the airport. People feeding Columba Livia on flight safety hazards, is strictly prohibited in the airport perimeter folk racing; 2. Mitigation measures 1) Planning The airport authorities and local government, should be combined with the Sanqingshan for noise impact control future development of the airport, and do well the surrounding land use Airport Co., Ltd., planning, according to the target year 2020 airport noise prediction results, Shangrao City Planning Bureau, at a distance of 3-4 km runway ends, sides 0.5 km within the scope of Shangrao City

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planning control to avoid planning and construction of residential, Land and educational, medical and scientific research institutions are sensitive to Resources Bureau, noise building. Shangrao City Environmental Protection Bureau 2) Sound According to the Leq results, to the airport around 563 households using Sanqingshan Shangrao City airport Entrust the insulation noise control measures related to Shangrao Zunqiao Village Xiawutang110, Airport Co., Ltd. office, Shangrao City qualified unit to measures Shanghuangwu 71 County households households, Shangrao Zaotou Environmental carry out TownBeilong 90 Cangting 230 households households, county, district Protection Bureau monitoring of Maojialing water tower Xujia 62 households, 563 households in total noise (including 227 noise influence households). The measures proposed combination of tracking to monitor the situation, implementing step by step to reduce social impact. 3. Waste gas impact Boiler flue gas The airport boiler use gas boiler, which belongs to the clean energy, flue Sanqingshan Shangrao City Entrust the mitigation measures gas through the chimney flue gas emissions higher than 8m. The Airport Co., Ltd. Environmental qualified unit to concentration of pollutant emissions shall meet the boiler air pollutants Protection Bureau carry out emission standards (GB13271-2001) two kinds of zone II time standards, monitoring of does not need to take the desulphurization and dust removal measures. waste gas 4. Surface water 1) Life sewage Newly construct scale of 10m3/h sewage treatment station, with MBR Sanqingshan Shangrao City Entrust the impact mitigation process, part of the sewage treatment standard for washing, flushing, Airport Co., Ltd. Environmental qualified unit to measures remaining sewage through municipal facilities sewage pipe networks into Protection Bureau carry out monitoring of the sewage treatment plant of Shangrao City. waste water 2) Initial sewage The airport early rain (rainfall began 15 min after rain) can enter the of oil depot area cofferdam, the initial rainwater by type oil-water separator after

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pretreatment, which can enter the airport sewage treatment station for further processing. 5. Groundwater impact 1) Seepage control In order to prevent oil, gas station and sewage treatment plant modulates Sanqingshan Shangrao City Entrust the mitigation measures measures pool facilities such as leakage, should be regularly on oil and gas station Airport Co., Ltd. Environmental qualified unit to cofferdam bottom and the sewage treatment plant modulates pool bottom Protection Bureau carry out investigation, suggested that once a month, if the breakage should be monitoring of repaired in time, avoid contamination leakage and infiltration to waste water groundwater. 2) Groundwater At 50m of the area of oil depot and sewage treatment plant, regulate pond 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. 6. Mitigation measures 1) Aviation Aviation and domestic garbage deposited in the rubbish temporary storage, Sanqingshan Shangrao City Entrust the for solid waste impact garbage and sorting through the air after the non-recyclable garbage and refuse to refuse Airport Co., Ltd. Environmental qualified unit to domestic garbage landfill of Shangrao City. Protection Bureau carry out 2) Effluent oil Oil depot oil stored in a slop tank, by the Jingdezhen Longteng Carbon monitoring of treatment Fuel Technology Co., Ltd. regularly receive treatment. waste water

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7. Environmental risk 1) Leakage In the oil storage area and related areas set up monitoring probe, to the Sanqingshan Shangrao City Entrust the prevention measures prevention surrounding environment of the flammable and explosive gas monitoring at Airport Co., Ltd., Environmental qualified unit to measures all times, so that in the first time to find material leak accident, and Oil Material Protection Bureau carry out determine the accident; Company monitoring of Regular inspection of oil storage tank, connecting pipelines and control accidents valves, timely maintenance and replacement of damaged parts of the original, on the part of the components of the maintenance, to reduce the possibility of accidents; In strict accordance with the fuel storage area to standardize the operation, avoid material storage conditions changed as a result of accidents; Avoid in jet fuel storage area of civil construction, in order to reduce the accident resulting in the tank and pipeline valve failure; Oil tank zone patrolling, prevent the theft destroys the tank, piping, valves and related accessories, causing the accident; in the receiving oil tank valve interface, etc. shall set up warning signs; Once the occurrence of oil reservoir and oil spill, should immediately close all operations of the tank valve, stop fuel delivery, check the oil-water separation tank and tank bottom valve, closing the entrance and exit. In order to prevent the massive oil spill through the oil separation tank into the airport drainage system, should be promptly will reserve oil-absorbing cotton or sediment diffusion of spilled oil fixed, to avoid airport sewage treatment station shock; 2) Fire explosion Work area to prohibit all ignition sources (including high heat source). accident Set in the work area fire monitoring alarm, convenient in a fire, the first prevention time signal, and take corresponding measures to further expand, avoiding

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fire. In the working area equipped with corresponding fire-fighting equipment, and ensure the quantity and quality of clearance. Gas station and storage tanks, piping, breathing valve, safety valve, flame arrester, flange jumper and electrostatic grounding device must be inspected regularly, maintenance, maintain a good working state. The production staff to master the operating technology and fire safety management regulations. 3) Accident water Use depot cofferdam as fire accident pool and ensure fire accident of water treatment does not enter the outer environment. measures

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6.4 Institution Strengthening

6.4.1 Personnel training plan Environmental protection training aims to make the project parties are familiar with the environmental management plan, as well as national and local related project construction and operation of environmental protection requirements, to promote environmental protection measures. Environmental capacity building is the main object of environmental management and environmental supervision, their training is the project technical support part training courses include on Construction unit and worker training. In the project before construction begins, all of the Construction unit, a business unit, construction supervision, environmental supervision required to attend mandatory environmental, health, safety training. Sanqingshan Airport Co., Ltd. is responsible for is responsible for organizing the project before training, by the specific environment executive technical experts. Specific training programs are shown in table 6-4-1. Table 6-4-1 Training plant for environmental management personnel Unit price Expense Time Object Training Contents Number (10,000 (10,000 (day) yuan/day) yuan)

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Unit price Expense Time Object Training Contents Number (10,000 (10,000 (day) yuan/day) yuan) 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; Contractor and 3. Cultural relics, protection and Each construction site respect the local custom of grave contractor 2 3 6 environmental public education; 2 persons protection specialist 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. 1. Relevant measures and requirements of environmental management plan; 2. Construction laws and regulations of environmental protection, construction planning, supervision Each rules of environmental protection and Environment construction the requirements of safety in 3 3 9 supervision engineer contract production; 1 person 3. Ambient air monitoring and control technology, the noise monitoring and control technology; 4. Environmental supervision report requirements; 5. Emergency measures. 1. all of the above construction period; 2. environmental management plan Sanqingshan Airport operation measures; Co., Ltd. and its 3. environmental protection facility environmental operation and maintenance; 2 3 1 3 management 4. environmental management personnel reporting system and environmental complaint handling mechanism; 5. emergency plan Subtotal ------18 6.4.2 Procurement plan for environmental protection equipments

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New Jiangxi Shangrao Sanqingshan Airport project executes environment friendly purchasing plan. Environment-friendly procurement principles can be extended to the contract management and payment, through the procurement documents to ensure that contractors implement environmental management plan outlined in the environmental mitigation measures and environmental monitoring requirements. Because of the high cost of environmental protection activities such as soil and water conservation, ecological restoration, medical waste storage etc. are the corresponding engineering measures, materials and facilities have been included in the procurement plan; therefore, the corresponding procurement plan project by construction unit and operation unit is provided, and included in the cost of the project; environmental protection equipment (materials) procurement plans to purchase program request indication. The construction in the implementation of environmental management plan mitigation measures and environmental monitoring should ensure that procurement of raw material, equipment manufacturers by the local administrative department of environmental protection environmental acceptance, refusal to buy at the expense of the environment and waste of resource the sources of energy at the expense of equipment, materials, even if the equipment, material may be low price, but also probably it is difficult to guarantee the quality. Environment monitoring unit should promise: the site should make sure not to damage the vegetation, left behind by monitoring and analysis of monitoring of garbage, waste water produced by the waste gas, should be treated and discharged. Vegetation restoration species saplings procurement, we should choose suitable for the local soil, climate, local or adjacent areas to prevent alien species, biological invasion. In short, the procurement of raw materials and equipment to meet the process design quality, ability and standard requirements at the same time, must also meet the small environmental load, energy saving, long service life, saves resources, easy to recycle, easy disassembling and easy processing environment-friendly procurement

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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.

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

Monitoring Monitoring Monitoring time and Reference price (ten Project name Monitoring place Monitoring factor Responsible organization items content frequency thousand yuan)

1 period/quarter Qualified monitor unit authorized Construction Continuous monitoring for Ambient air Shanghuangwu, Tashui TSP 0.5 by Shangrao Sanqingshan fugitive dust 3 days Xujia, Fangcun Airport Co., Ltd. Or after getting complaints The spot check is conducted by the Changjie, qualified monitor unit authorized 1 time/day (once for day Construction Shanghuangwu, Tashui by Shangrao Sanqingshan Noise and night) LAeq 0.1 noise Xujia, Fangcun Airport Co., Ltd. and he routine Or after getting complaints observation is conducted by the Airport construction organization engineering Survival rate Integrate into Qualified monitor unit authorized of 1 time/month (1~3 months Transplanting garden of Ecology Survival rate of trees transplanting fees by Shangrao Sanqingshan transplanted after trees transplanting) camphor tree of protective plant Airport Co., Ltd. trees pH, permanganate index, total Quantity and coli form, ammonia nitrogen, Qualified monitor unit authorized Ground 1 time/construction period Deep-cut district in the quality of total hardness, anion 0.3 by Shangrao Sanqingshan water of deep-cut district airport ground water synthetical detergent, volatile Airport Co., Ltd. phenol, oil type Reconstructed Sensitive spot of Qualified monitor unit authorized Construction project of Ambient air 1 time/quarter, 1 time/day atmospheric TSP 0.3 by Shangrao Sanqingshan fugitive dust country road environment Airport Co., Ltd.

286

Monitoring Monitoring Monitoring time and Reference price (ten Project name Monitoring place Monitoring factor Responsible organization items content frequency thousand yuan)

The spot check is conducted by the qualified monitor unit authorized 1 period/quarter Construction Sensitive spot of by Shangrao Sanqingshan Noise Continuous monitoring for Leq 0.1 noise acoustic environment Airport Co., Ltd. and he routine 2 days observation is conducted by the construction organization

Figure 6-5-2 Location of monitoring point and monitoring content during operation period

Reference price Name of Monitoring Monitoring Monitoring time and operational Monitoring place Monitoring factor (ten thousand Responsible organization items content frequency engineering yuan)

287

2 times/year

When the airport flights Qualified monitor unit authorized Airport Xiawutang, Tashui, Xujia, outside LWECPN Noise Aircraft noise are well over the 1.2 by Shangrao Sanqingshan operation of Beilong Leq forecasting airport flights Airport Co., Ltd.

of this evaluation

2 times/year

When the airport flights Xiawutang, Tashui Xujia, inside Qualified monitor unit authorized

Indoor noise are well over the of Beilong resident, inside of Leq 0.4 by Shangrao Sanqingshan

forecasting airport flights terminal building Airport Co., Ltd.

of this evaluation

Water from

oil-water Qualified monitor unit authorized

Waste separator of Water outlet of oil-water Water flow, pH, by Shangrao Sanqingshan 1 time/year 2.0 water airport oil separator of oil depot COD, oil type Airport Co., Ltd.

depot

Sewage Flow, pH, COD, treatment Water inlet and outlet of sewage BOD5, SS, oil station Routine monitoring station type, Inlet and NH3-N, TP outlet water

288

Fugitive Qualified monitor unit authorized

Ambient air emission of 1 time/year Perimeter of oil depot NMHC, TVOC 0.6 by Shangrao Sanqingshan

organic gas Airport Co., Ltd.

50m away from the north side of

tank farm, 50m away from the

northwest side of the regulating

Water quality reservoir of sewage treatment Qualified monitor unit authorized Ground pH, permanganate of ground 1 time/month plant 0.3 by Shangrao Sanqingshan water index, oil type water Airport Co., Ltd.

Set monitor well respectively,

The well depth is 3m, monitor the

unconfined aquifer

Reconstruct At the side of noise source nearest Qualified monitor unit authorized the operation of country Noise Noise 1 time/year away from residents Leq 0.1 by Shangrao Sanqingshan

road Airport Co., Ltd.

Name of Reference price Monitoring Monitoring Monitoring time and operational Monitoring place Monitoring factor (ten thousand Responsible organization items content frequency engineering yuan)

289

2 times/year When the airport flights are Qualified monitor unit authorized Xiawutang, Tashui, Xujia, outside LWECPN Aircraft noise well over the forecasting 1.2 by Shangrao Sanqingshan of Beilong Leq airport flights of this Airport Co., Ltd. evaluation Noise 2 times/year When the airport flights are Xiawutang, Tashui Xujia, inside of Qualified monitor unit authorized

Indoor noise well over the forecasting Beilong resident, inside of terminal Leq 0.4 by Shangrao Sanqingshan airport flights of this building Airport Co., Ltd. evaluation Water from Airport oil-water operation separator of Water outlet of oil-water separator Water flow, pH, 1 time/year airport oil of oil depot COD, oil type Qualified monitor unit authorized depot by Shangrao Sanqingshan Waste water 2.0 Airport Co., Ltd. Sewage

treatment Flow, pH, COD, Water inlet and outlet of sewage station Routine monitoring BOD5, SS, oil type, station Inlet and outlet NH3-N, TP water Fugitive Qualified monitor unit authorized Ambient air emission of 1 time/year Perimeter of oil depot NMHC, TVOC 0.6 by Shangrao Sanqingshan organic gas Airport Co., Ltd.

290

50m away from the north side of tank farm, 50m away from the Water quality northwest side of the regulating Qualified monitor unit authorized Ground pH, permanganate of ground 1 time/month reservoir of sewage treatment plant 0.3 by Shangrao Sanqingshan water index, oil type water Set monitor well respectively, Airport Co., Ltd. The well depth is 3m, monitor the unconfined aquifer Reconstruct At the side of noise source nearest Qualified monitor unit authorized the operation Noise Noise 1 time/year away from residents Leq 0.1 by Shangrao Sanqingshan of country Airport Co., Ltd. road

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6.5.2 Monitoring plan of soil and water conservation The monitoring areas of soil and water conservation of this project are movement area, terminal area, the area of navigation station, the area of spoil ground and direct area of influence, with a total area of 166.71 hm2. The monitoring plan of soil and water conservation starts with the preparation period, and ends with design average year. The monitoring time is 56 months, and sees Figure 6-5-3. The monitoring areas of soil and water conservation of this project focuses on movement area, terminal area, slop cut and fill of spoil ground and temporary mound area. The monitoring content includes monitoring of the eco-environmental change of soil and water conservation, dynamic monitoring of soil and water loss, and monitoring of control efficiency of soil and water loss, which mainly adopts observation in fixed location, survey monitor and other methods. According to the characteristics of engineering construction and predicting outcomes of soil and water loss, this project sets up three fixed sample plots, three monitoring points of survey sample plot. The monitoring frequency is decided by actual demand and the difference of monitoring items. The monitoring of background values of each subarea shall conduct random survey before the start of engineering construction. The monitoring frequency is one time every quarter; the construction period and commissioning period are in rainy period (from April to September), and it shall monitor one time every month, while in the non-rainy period, it shall monitor one time every three month. In storm period (daily rainfall ≥50mm), it shall monitor more times. For the using spoil ground and the measures of soil and water conservation in operation, it shall monitor every ten days. For the changes of topography, physiognomy and water system, the damages for lower reaches and peripheral areas as well, the monitoring frequency is one time every half a year. The project shall entrust the units who have the corresponding monitoring qualification of solid and water conservation to conduct the monitoring. When the completion acceptance for soil and water conservation facilities of the project, the units who take the responsibility for the monitoring of solid and water conservation shall submit the special report of the monitoring of solid and water conservation to the

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approval authority for the solid and water conservation scheme. Figure 6-5-3 Schedule of the monitoring of solid and water conservation Monitoring Subarea Monitoring content Monitoring frequency method Current situation of solid and water loss, area of Before project construction: disturbed ground, hazards of solid and water loss, Survey one time Survey monitor construction measures of the project of solid and During the project Aircraft and site water conservation, control efficiency of solid and construction: For various movement inspection water loss, management of solid and water engineering, plants, area conservation, solid and water loss amount construction of temporary Observation in solid and water conservation Solid and water loss amount fixed location measures and earth volume Solid and water shall monitor and record at loss amount, least one time each ten days; solid and water Area of disturbed surface, Current situation of solid and water loss, area of loss degree shall the block effect of disturbed ground, hazards of solid and water loss, adopt the engineering measures of Terminal construction measures of the project of solid and observation in solid and water conservation area water conservation, control efficiency of solid and fixed location; and so on shall monitor and water loss, management of solid and water Other contents record at least one time each conservation adopt the survey month; monitor and site Construction progress of the inspection. principal part of the project, influencing factors of solid Current situation of solid and water loss, area of and water loss, growth disturbed ground, hazards of solid and water loss, situation of plant measure of Area of Adopt the survey construction measures of the project of solid and solid and water conservation navigation monitor and site water conservation, control efficiency of solid and and so on shall monitor and station inspection water loss, management of solid and water record at least one time each conservation three month; Amount of waste slag, area of disturbed ground, Adopt the During rainstorm, strong hazards of solid and water loss, construction survey monitor, winds and other conditions, measures of the project of solid and water data collection it shall monitor more times Area of conservation, control efficiency of solid and water and site promptly. spoil loss inspection After the disasters of solid ground and water loss, it shall Observation in Solid and water loss amount complete the monitor within fixed location one week. 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 Unit of Report submitting Report content Unit of receiving report formulating report frequency report Stage of Environmental Organization of World Bank 1 time

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planning management plan environmental Submit to Project Office by Shangrao design and environmental impact assessment Sanqingshan Airport Co., Ltd. and management target and design unit of submit to World Bank by Project project Office Monthly report on Construction Environmental Shangrao Sanqingshan Airport 1 environmental period supervision office time/month supervision Construction Data and analysis Unit of period and After every of environmental environmental Shangrao Sanqingshan Airport office operation monitoring monitoring monitoring period Summarization of report on Construction environmental Shangrao period and 1 time/half supervision and Sanqingshan World Bank operation a year report on Airport office period environmental monitoring 6.7 Public statement mechanism

During the environmental impact assessment of proposed project, by holding a forum and issuing questionnaires to gather residents’ opinions, the public can reflect their opinions in the forum or give advice by filling in the questionnaires from evaluation unit. The public can ask for the questionnaires actively or by letters, telegram, fax, email and other methods to give advice to construction unit or evaluation unit. What’s more, they also can put forward suggestion by the environmental protection agencies, complains offices in the project county. During the construction period or operation period of proposed project, the public can give advice to construction unit or evaluation unit by letters, telegram, fax, email and other methods. What’s more, they also can put forward suggestion by the environmental protection agencies, complains offices in the project county. After the unit of environmental impact assessment or construction unit receiving environmental complaint or rectification notice of administrative departments, it shall organize visit and investigation with the relevant departments like design immediately. Rectify and reform in according with the real situation. The rectification and reform program shall publicize to solve the disputes of environmental protection. To deal with the environmental complaint timely and effectively, based on the local circumstances, the environmental management plan shall analyze the possible complain ways from residents surrounding the airport or related organizations. Such

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as figure 6-7-1, it suggests that the project office of Shangrao Sanqingshan airport set up the specialized department and personnel to deal with the public complaint events. Conduct the figure 6-7-1. The complaint handing mechanism is established.

Environmental complaint from public, organization or group

Written or Find the solution oral and feedback to complainants Village committee or Contractor or Written or environmental Shangrao oral protection agency of Sanqingshan Airport Shangrao Co., Ltd

Department to handle the public complaints of the project office

Record complaints and evaluate their Explain to effectiveness complainants

Hold the coordination committee (complainants, project office, Fail to Internal discuss the solution and obtain the Sanqingshan Airport Co., Ltd, contractor, consensus from complainants find the solution Environmental protection Find the solution agency and consultant to join in ) to discuss the Find the solution solution

Implement the solutions and corresponding action plan

Construction Operation period period

Sanqingshan Airport Contractor Co., Ltd

Figure 6-7-1 Public statement mechanism of environmental management 6.8 Green airport design and clean development mechanism

6.8.1 Requirements on green airport design In order to realize the goal of environmental protection and make use of resource reasonably and economically, based on the guidance of World Bank, Shangrao Sanqingshan airport office follows the design principle of green airport to design, construct, and operate an environmental-friendly airport. The evaluation standard for green building sees appendix.

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6.8.1.1 Advantages of green airport (1) Saving cost By reducing infrastructure cost, usage of materials, disposal of construction waste, scale of mechanical equipment to save initial cost, green airport use lower energy and water resource cost and have longer serviceable cycle, relatively few maintenance, hence, green airport can save the operation costs effectively. (2) Environmental benefits Green airport is helpful to reduce the impact on global warming, the local and regional air pollution and water pollution, protect the biological diversity, and natural vegetation, promote the environmental awareness of the operators and users of airport, hence, green airport has good environmental benefits. (3) External benefits In addition, green airport also can raise the governmental and inter-governmental profile, and promote the environmental awareness of airport, the attraction to passenger and other external benefits.

6.8.1.2 Basic principles of green airport Green airport shall abide by the following principles: (1) Energy conservation (2) Fuel saving (3) Water resource saving (4) Make use of natural light effectively (5) Effective management of rain (6) Vegetation restoration (7) Sewage treatment (8) Make use of alternative source (9) Face the public

6.8.1.3 Method and way to construct the green airport (1) Increase the efficiency of energy, fuel and light  Provide high-efficient power and system;

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 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

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 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

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 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

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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

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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

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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.

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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 Member Reasonability setting General leader Leader for of company Announce the start and end of emergency plan, entrust emergency headquarter to command manager do the rescue work temporarily team

Vice-general Vice Make and revise the emergency plan, and organize to carry out regular learning. manager director of The leaders in decision layer organize and coordinate the head of the rescue team And chief agroup to carry out various emergency plan work engineer production Take responsibility for the accident alarming of production technology technology department, search the cause of the accident timely, make the right judgment, department report to executive level and deal with the processing work of the accident Control the site of accident, report the accident conditions to the superiors and Safety security join in emergency rescue operation actively Security Control the personnel entrance strictly, and the site of accident, evacuate people department rapidly, and find a safe place for them, and security work on site. Members Health and Join the rescue work on site rapirdly, and guide the protection of rescue work on medicine special site. department Logistics Remedy the materials, give material and financial support to emergency rescue department of operation, and make sure the supply of production necessities and the materials requirements for rescue operation. Fire rescue According to the command, join in rescue operation, put out a fire as fast as department possible, protect and control the hazardous facilities; emergency rescue in

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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

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 Oil depot among each department when the accident happens; (oil tank) ③ The plan shall make a level division for the accident; spill ④ Determine the processing mode of leaking materials; 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 ①Determine the signal alarm way; ②Determine the components of rescue team, and list the related department and their task clearly ③The plan shall base on the predicting outcomes of this risk assessment, evacuate personnel in parts of sensitive area of down wind, implement information announcement at the same time and Fire and reduce the influence on the accident. explosion ⑤ Determine the collection of cleaning wastewater, processing mode and reuse way after the hazard accident;

⑥ Make sure to write the summary report on the accident

⑦ The plan shall summarize this accident and make the necessary revision on risk plan. 6.9.2 Execution of plan (1) Start and end of plan: The general director for plans announces the start and end of this plan. (2) Execution of plan Each function department makes a clear division of labor, follow the plan requirements strictly, take responsibility of their own and cooperate with each other, make appropriate adjustment for personnel, most efficient control on the accidents, abide by the command when execute the plan by personnel from each department, and obey the dispatch of general director; (3) The whole process of plan execution shall focus on controlling the influence of accidents, Treat environmental impact and the target of sensitive area as the purpose; (4) After the whole control of the accident, the plan is announced to suspend, each department is continuous to stick to their own post until the accident rescue

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finishes. 6.9.3 Regional emergency plan linkage (1) The construction unit shall confirm the executive agency of the emergency plan of the hospital, and contact in time, which gave back the accident information immediately when the accident happens; (2) Carry our regular practice, cooperate the emergency plan of local government, ensure and complete the own task in the emergency, avoid the rescue conflict and the phenomenon of non-rescue when the accident of this project happens; (3) Determine the closet route for each department of the emergency plan of local government as nearly as possible. (4) Ensure to coordination with personal, responsibilities, and regret of the of executive agency of the emergency plan of local government; (5) List the contact way and personnel list of each executive department for emergency plan of this unit and local government into the emergency plan (6) Integrate the emergency plan of local government into the arrangements of learning of internal employees and list it into the exercise and implementation of risk accidents.

6.10 Punishment mechanism

As the manager of the environmental management plan of the project, Shangrao Sanqingshan Co., Ltd has the obligation to restrict the behaviors of the contractors of the project. The contract agreement includes the article of environmental protection, see appendix, and clear the relevant articles of punitive measures for violating the article of environmental protection. Principles for punitive measures are: (1) When the contractor has the conditions of violating the article of environmental protection during the construction, the client has the right to put forward a written warning and supervise the contractor to correct promptly and take remedial action. Before the contractor takes corrective action and obtains the confirmation of relevant environmental protection administrative department and the

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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

Rough estimate Items Name of project expenses value (10,000 Yuan) Sewage treatment system (project investment) 485 Water reuse system (project investment) 175 Rain and sewage pipeline network (project Sewage 220 investment) 912 treatment Waste water, waste sedimentation pond, latrines 2 during the construction period Environmental Oil water separator 30 protection Garbage temporary storage station (project Solid waste 10 investment investment) during the Ground Oil depot area, groundwater monitoring wells of 4 period of water downstream of the sewage treatment plant construction and Vegetation and afforestation recovery in the airfield, 670.89 operation terminal area (project investment) Forest vegetation recovery costs (already included in 721 forestry researching investment) Ecology Bird prevention facilities 183 Water conservation measures costs (already included 231.97 in the water conservation investment) Protection of plants (camphor) transplanting costs 541.61 Drainage works investment in Broadening reinforcing downstream gully lines of the 440 the airport airport outfall Reconstructing the blocked rural roads due to the Rural roads reconstruction costs 510.6 construction of the airport Environmental Construction period 1.3 monitoring Operation period 4.6

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costs Training for contractors and environmental specialists in the 6 construction sites Personnel Training for the environmental supervision engineers 9 training costs Training for Sanqingshan Airport Limited and its environmental 3 managers 7. Public Consultation and Information Disclosure

7.1 Methods of public consultation and information disclosure

According to the requirements of nation and World Bank, there are two times of public consultation and two times of information disclosure for the Jiangxi Shangrao Sanqingshan airport. The main methods are to issue the project information to the public, particularly the affected people, in the regions with direct influence by this project, including the outline of environmental impact assessment, the first draft of the report of environmental impact assessment and environmental management plan, as well as the Environemntal Management Framework. After the public knows the situations, working group of environmental impact assessment visits the public, hold various public meetings, issue questionnaires to the public, collect their opinions, suggestions and requirements, and give feedback to them.

7.2 Public consultation

7.2.1 The first time of public consultation The first time of public consultation is carried out after the outline of environmental impact assessment and before the draft EIA, with the people in the regions with direct influenceof this project. This time of consultation is designed to introduce the project information and possible environmental impacts to the people affected by the project and learn their comments and concerns. Then the EA team holds various public meetings, issue questionnaires to the public, collect their opinions, suggestions and requirements. This period is from January 31st 2012 to February 2nd 2012. The statistics of questionnaires and survey result of the first time of public consultation sees appendix. The conditions for the first time of public consultation see Figure 7-2-1.

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Figure 7-2-1 Result of the first time of public consultation

Conference Public information Time Place location for public Participation public Public problems and suggestion Reply for public opinions content consultation Zaotou Conference town meeting on the 5th Xiangshan floor of the town village government in Sanqingshan airport Co., Ltd and the Tashui Zaotou town of evaluation unit make a preliminary Local people, representatives from each village Shangrao Outline of evaluation on the possible environment group support the construction of the Zhoushi Conference environmental Local people; impact of the project. Consider the airport project, but they are worried about rd village meeting on the 3 impact Representative of problems of noise and traffic the potential environmental problems. The floor of the assessment; village committee, inconvenience proposed by the public and public think that the most serious township Information surrounding school, based on the public’ opinions, the relevant 2012.1.31-2012.2.2 environmental problems are noting in the government in announcement on representative of problems shall take into account in the construction period and operation period. Zunqiao town of project seniors’ home environmental impact assessment of Besides, there are also many people worry Shangrao environmental (118 people in airport. It also shall put forward the about the project construction and road Zhouxu Conference protection total) feasible prevention, retarding measure, construction may have bad impact on local village meeting on the 2nd management guide and supervise the project contractor transportation. floor of village and the operating unit of airport to do committee of environmental protection. Tashui village of Maojialing street in Xinzhou district

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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

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

Conference Public information Participation Time Place location for publish Public problems and suggestion Reply for public opinions content public consultation

Xiangshan village of Conference ①whether the land expropriation th meeting on the 5 compensation meets with the Zaotou town For the problems raised by the public, floor of the town Representatives standards; Fujia village government in the first draft of the ② Noise problem during the Sanqingshan Airport Co., Ltd promises Zaotou town of of village report of operation period of airport that the land and pond requisition shall be Maowan village Shangrao committee; ③The irrigation problem after Conference environmental in accordance with the national standard, Zhoushi village requisition the part ponds meeting on the 3rd villagers impact assessment; ④Blocking problem on country The noise impact has been carefully 2012.9.29- Zhouwu village in floor of the representative to road township environmental considered, thus it can be mitigated by Zunqiaoxiang ⑤Problem of installation and 2012.9.30 government in attend the management plan; site selection by residents proposed measures; site selection of Tashui village Zunqiao town of forum, visiting ⑥The public point out that some Shangrao framework of settlement and rural roads will not cuase Conference people farmland and a pond are blocked environmental environmental and traffic problems since meeting on the 2nd (99 people in in Tashui Xujia after the floor of village management plan they have been assessed and mitigation Cangding committee of total) construction of airport, which measures are effective. Tashui village of brings inconvenience for Maojialing street in

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Xinzhou district farmers’ cultivation. It shall

conduct the land acquisition and

deal with the insurance of land

for farmers

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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

Publish online Brief introduction on the (Environmental Protection Agency in Outline of project; 2012.1.17 Shangtao http://www.srepb.gov.cn/) environmental Environmental impact on ~ so far Zaotouzhen, zunqiaoxiang, Tashui villages, impact assessment screening and recognition, Zhouwu village and Zhoushiy post up and decrease technique 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

Site location for environmental Time Publish method Text name Main content document

2012.9.29 Publicity of Project office of Shangrao The first draft of ①Contents of the

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newspaper Sanqingshan airport the report of report of

(Shangrao Daily) Village committee of environmental environmental

Publish to web Xiangshan village impact impact assessment:

(environmental Village committee of Fujia assessment; project conditions,

2012.9.29 protection agency village Environmental environmental effect

http://www.srepb.gov Village committee of Maowan management on filter evaluation

.cn/) village plan and the planning

Village committee of Zhoushi Environmental measures to take

village management ②Contents of

Village committee of Zhouwu framework environmental

village management plan:

Village committee of composition of

Zunqiaoxiang environmental

Village committee of management Xiangshi village, Maojialing organization, main Fujia village, management plan, Maowan village, organization Zhoushi village, reinforce, reporting 2012.9.23 Zhouwu village, mechanism, public Zunqiaoxiang, statement Maojialing post up mechanism and so announcement and on; text ③Environmental

management

framework: guide

the environmental

management of off

site work that has

not determined the

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implementation plan

7.4 Summary of public consultation and information disclosure

There are two times of information disclosure of Shangrao Sanqingshan airport project, mainly including project information, possible environmental impact, environmental mitigation measures, environmental management plan and so on. The public can know the project conditions by information disclosure. The two times' public consultation collect the public opinion, suggestions and requirements for further consideration of the project owner and the EA team. In the first public consultation, the public consultation conferences are held three times, 120 questionnaires are issued and 118 effective questionnaires rereturned. The public pay most attention to the problems that noise of construction period and the influence of local traffic by road construction, the noise of the operation period of the airport. 93.2% of the public support this project, while there is only one person opposes this project, because he worried about that the nosie influence is great. According to noise prediction, the evaluation unit thinks that the house of the person is not within the landing and take offs corridor and the noise influence is minor. The EA team continue to explain the relevant information and the person express his acceptance to the explanation of the evaluation unit. In the second public consultation, the public consultation conferences are held three times and there are 104 representatives participating in the conference and 106 people interviewed. 106 questionnaires are issued and 99 effective questionnaires returned. The public pay most attention to the problems that aircraft noise, land acquisition compensation standards, the irrigation difficulties caused by land acquisition, resettlement after land acquisition and so on. In the public meeting and survey, Shangrao Sanqingshan airport Co., Ltd shows their understanding of public concern. They give detailed explanation related to control measures on environmental pollution, compensation for land acquisition, resettlement of the residents and so on, which make the representatives of the affected people and public satisfied with the

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

7.5 Public consultation on farm irrigation compensation/alternative scheme

7.5.1 Method of public consultation The occupied land scope of Shangrao Sanqingshan airport is involving the irrigation facilities and source of drinking water of surrounding residents, therefore, the airport shall decide the detailed irrigation compensation/alternative scheme and ask for the public opinions. Due to the alternative schemes has not been confirmed yet, according to the current conceptual compensation/alternative scheme, the airport and local water department ask for opinion from the public. The project office of the airport organized the public consultation with the residents influenced by the irrigation ponds occupation. The public meeting mainly includies the design unit which introduces the basic information, environmental impact and planning solutions of the irrigation scheme and the aiport project →discussion and question by participants → the construction unit and design unit of water conservancy solve the problems demonstratively →site survey and recheck →adjust and optimize the scheme. 7.5.2 The first time of public consultation

On August 29th 2012, the project office organizes the design institute of water conservancy planning, villagers' representatives from Zaotouzhen, Zunqiaoxiang,

Tashui villages of Maojialing, total of 16 people, to take part in the public meeting on the preliminary scheme on irrigation compensation on the 2nd floor of the construction office of Shangrao Sanqingshan airport. The villager’s representatives discuss the preliminary schemes on irrigation compensation and put forward detailed opinions and suggestions (see Figure 7-5-1 in detail). After the meeting, the project office and design institute of water conservancy, conduct site survey immediately, adjust and optimize the scheme.

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Figure 7-5-1 Result of public consultation of airport irrigation schemes (the first time) Time Place Content Participant Opinion or suggestion Reply 1. Zunqiaoxiang: (1) The airport construction need expropriate three ponds which lead to water shortage of 300 mu farmland of the The downstream. The airport recommended solution is to office and draw water from other water ponds or establish new conservancy ponds. and planning (2) It suggests changing unit shall Ding jinhua, Tong xiaojun, part of the internal drainage take the He zijun, Zhouhuajun, path and reducing the opinions Jiangyan from the airport irrigation pressure of from various office; Lijianchu, Ligong, Longzhan Pond (No.3 Discussion villages and Conference Zhujinzhen from water outlet slightly eastward meeting on towns, meeting on conservancy and planning about 300m, where can the combine the 2nd floor institute of Shangrao; consider to discharge preliminary drainage August of the Shaoqingsong, Longzai ) scheme on with 29th construction Chenguangliang, (3) No. 2 outlet eastward water irrigation, 2012 office of Chenyangshui from Zaotou 150 m, where can increase draining of settle the Shangrao village, a outlet for shunt Shangrao newly added Sanqingshan Zhengzengquan,Libianzhen , (4) Whether the flow of Sanqingshan or original airport Dongjinshuai from No.1 outlet is large, it airport outlet, Zunqiaoxiang, Xugongmao, suggests to broadening and survey on Huangbo from Tashui reinforcement the drainage site, village of Maojialing, totally channel of the downstream compare the 16 people. of Huangwu reservoir discussion 2. Zaotou town result of this (1) For the relevant five conference, requisition ponds of airport and adjust construction, the and optimize recommended solution is to the design heighten and strengthen the scheme. existing pools to enlarge its capacity or establish new ponds. (2) There is no special water channel in the downstream of 38

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reservoirs, and the floodway is not enough to guarantee the complete drainage, hence, No.5 outlet can be changed through Xiaojiashan reservoir, and strengthen Shishantang (3)Check the flow from the No.4 outlet to 38 reservoirs is large or not, and heighten and strengthen the drainage channel of the downstream (4) No.5 outlet flows into xiaojiashan ponds, it suggests to one divide into two and increase one outlet to flow into Shigu ponds. 3. Tashui village of Maojialing (1) Suggest adding an outlet in Lianhua ponds (2) Suggest canceling the box culvert 2 and establishing a new pond on the north side. (3) It puts forwards to block the dozens of farmland of Tashui Xujia on the south side of the airport after the airport construction from south to north. The cultivation is far away and very inconvenient, hence it shall requisition and replacement.

7.5.3 The second time of public consultation On September 26th 2012, the project office organizes the design institute of water conservancy planning, villagers' representatives from Zunqiaoxiang, totally 22 people, to participate in the public meeting on irrigation compensation alternatives which covers the Songsanlong pond and Xukulong pond in Zunqiao village committee of Zunqiaoxiang. The villager’s representatives discuss and compare the three schemes

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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 Tong Xioajun, 1. The villager Huang Liangkun: 1. There are Lin Ming, Jiang I think the best way is to many yan from the establish a reservoir for problems airport office, irrigation near the airport, if like Li Jianchun repair the original irrigation technology from water system, which department shall and conservancy manage this problem. procedure and planning 2. The head of water relevant to institute of conservancy protection station build a new Shangrao, the of Zunqiao village, Mr. Zheng pond near Discussion deputy said: according to the conditions the airport. meeting on township head and experience I have learned, if 2. Reconstruct water of repair and reconstruct the the original alternatives Zunqiaoxiang, original water channel, it will be water in Wang feasible to construct in channel Zunqiao Songsanlong Bingbing, the accordance with standards of shall take vallige pond and village officer three-surface light and it also the water September committee of Xukulong of Zunqiao can ensure the irrigation of quantity of 26th 2012 Zunqiaoxiang, pond of the village, Fang paddy field. For the first method, water Shangrao drainage Zhaohua, the it can establish a reservoir for source into scheme of head of water irrigation near the airport, which considerati Shangrao conservancy is feasible in my opinion. I think on, the cost Sanqingshan protection that only the two method can be will airport station of used, and I would like to listen increase Zunqiao to the opinions from your. when village, Zheng 3. The villager Xu Maoqing: If transport Zengquan, recovery to use the north branch water on villages’ canal, the water source will not the local representatives in our village. We can not hilly of Zunqiao manage the water source of country. village (15 other villages, during the 3. It shall people): Xu irrigation peak, like the busy think about Maosong, season, the water may be the Huang stopped in the upstream and we optimized Liangkun, can not guarantee the water in design

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Huang Fushan, our village. from the Xu Maokun, 4. The villager Xu Zhengwu: the opinions of Xu Zhengwu, water level of 38 reservior is villagers. Xu Maoqing, lower than the paddy field in our Cheng Zuhua, village at first, if we want to Fang Shenbing, guarantee the water for paddy Fang Shenlin, field in our village, we will have Fang Shenguo, no water to use in the future. Wu Xiaomao, 5. The village officer, Fang Fang Zhaoshi, Zhaohua: It is beneficial for the Xu Wubei, Xu villagers to establish a pond with Deyuan, and 10 to 15 mu. Ren Bingxing, 6. Compare the two scheme of totally 22 reconstructing north main canal people. and establish a new pond, the villagers, as Huang Laingkun as a representative are more likely to build a new pond with 10 to 15 mu.

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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

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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.

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

Questionnaire of First-time Public Consultation Name Gender Age Educational level Working unit Nationality Occupation Home address Tel. The planned construction Shangrao Airport is located in Zunqiao township, Shangrao City, Jiangxi Province with 4C flight area and 2,400 m × 45 m runway. A vertical taxiway is set up. There are five flights in the station site（5C）, the newly-built terminal covers an area of 6,000 m2, the parking lot is 5,000 m2；Supporting works mainly include air traffic control, oil supply, power supply, water supply, etc. The expected target of annual (in 2020) passenger throughput is 500,000 people / year, the number of airplanes that take off and land is 4,800 sorties / year. The main environment impacts produced by this project and solutions are: ① Noise: according to the noise forecast of Shangrao Airport in 2020, there is no village above standard for airport noise among residents（Lwecpn≥75dB）or school above standard for special sensitive areas like school and hospital（Lwecpn≥70dB）in the sensitive spots around the airport in the forecast year. The effect of airport noise meets the requirement of national standard in China. In accordance with the scope under the impacts of airplane noise, residential area, school and hospital shall be avoided within 0.3 km on both sides and 1km at both ends of the runway in the land-use planning around the airport. The construction of residential areas near the airport shall be planned in a reasonable way in the new rural construction, and the scattered residents within 1 km at ends and 0.3 km on both sides of the runway should move out of this area in a planned way to provide space for the airport. ② Ecology: 148.85 hectares of new land is acquired for this project, which mainly includes forest land and arable land, etc. Without sensitive ecological protection goal in the airport, the impacts on ecological environment is not obvious during the construction period apart from loss on production of agriculture & forestry and relevant ecological benefit; the regional ecological environment basically undergoes without influence during the operation period, and the ecological loss can be compensated through the greening in the airport. Apart from loss on vegetation biomass and output of husbandry, the ecological environment suffers from little impacts; during the operation period, it needs to put greening in the airport in place, prevent the invasion of alien species and strengthen measures to drive birds. ③ Ambient air: the pollution of ambient air brought by operation of airport mainly includes the process of taking off and landing of airplanes, exhaust of vehicles in and out of the airport, boiler smoke and loss on oil depot and products used by the airport, etc. The main pollutant is the boiler smoke. Since the boiler in the airport adopts natural gas as fuel, which is a clean energy, the

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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 A. TV B. Newspaper C. Radio D. 2. The way you know this project: Symposium E. Others A. Construction noise B. Inconvenient 3. If you think the construction of airport transportation C. Construction raises dust D. influences your life, the influence: Construction garbage E. Others 4. Do you think that the operation of the A. Noise B. Ecological environment C. Air airport can affect your life, the influences if quality D. Water environment E. Solid waste any : F. Others G. No influence 5. Do you think that the environmental A. All feasible B. Infeasible protection measures taken by the planned （If you choose A, you can skip 6） project are feasible? 6. If you think the environmental A. Noise control B. Ecological restoration C. protection measures we proposed are Waste gas treatment D. Sewage discharge E. infeasible, the aspects you think need to be Garbage disposal F. Others improved: 7. Do you support the construction of this A. Yes B. No C. I don’t care project after environmental measures are Please give your reasons for not supporting taken? 8. Please give your opinions or suggestions for the construction and environmental protection of this project:

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

Questionnaire of Second-time Public Consultation Educational Name Gender Age level Village Tel. Location 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

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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

A. Construction noise B. Inconvenient 2. If you think the construction of airport transportation C. Construction raises dust influences your life, the influences: D. Construction garbage E. Others 3. Do you think that the operation of the A. Noise B. Ecological environment C. airport can affect your life, the influences if Air quality D. Water environment E. Solid any : waste F. Others G. No influence 4. Do you think that the environmental A. All feasible B. Infeasible measures taken by the planned project are (If you choose A, you can skip 5) feasible? 5. If you think the environmental measures we A. Noise control B. Ecological restoration propose are infeasible, the aspects you think C. Waste gas treatment D. Sewage discharge need to be improved are: E. Garbage disposal F. Others 6. Do you support the construction of this A. Yes B. No C. I don’t care project after environmental measures are Please give your reasons for not supporting taken? 7. Please give your opinions or suggestions for the construction and environmental protection of this project:

Result Statistics of Questionnaire of Second-time Public Consultation 1. Do you know this project? A. No(6) B. Yes(93) 2. If you think the construction of airport A. Construction noise(47) B. Inconvenient influences your life, the influences are: transportation(34) C. Construction raises dust(11) D. Construction garbage(7) E. Others(7) 3. Do you think that the operation of the A. Noise(49) B. Ecological environment(16) airport can affect your life, the influences C. Air quality(10) D. Water environment(8) E. are (if any) : Solid waste(0) F. Others(6) G. No

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influence(30) 4. Do you think that the environmental A. All feasible (89) B. Infeasible (9) measures taken by the planned construction project are feasible? 5. If you think the environmental protection A. Noise control (33) B. Ecological restoration measures we proposed are infeasible, the (8) C. Waste gas treatment (7) D. Sewage aspects you think need to be improved are: discharge (7) E. Garbage disposal (3) F. Others (3) 6. Do you support the construction of this A. Yes (99) B. No (0) project after environmental protection measures are taken?

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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:

LWECPN  LEPN 10lg(N1 3N2 10N3)39.4 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 ) .

 1 t2  L 10lg 100.1LTPN (t) dt EPN    T0 t  On the basis of  1  (Where T0=10 s) (2)

And replace 39.4 with 10× lg 8640, Formula (1) may be converted as follows:

   1 t2   100.1LTPN (t) dtN  3N 10N   t  1 2 3  T0 1  L 10lg   WECPN  8640       

 t2   1 0.1LTPN (t)   10 dtN1  3N2 10N3  10 t1 10lg    8640     

 t2   0.1LTPN (t)   10 dtN1  3N2 10N3  t1  10lg  （ 3）  86400   

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t2  100.1LTPN (t) dt t In Formula (3),  1 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］: L  L 10lg(N 10N )49.4 DN SE D N dB (4) L Where: SE - 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 ).

1 t2  On the basis of L 10lg 100.1LA (t)dt (t = 1 s) (5) SE    0 t0  t1  And replace 49.4 with 10× lg 86400, Formula (4) may be converted as follows:

 t2   1 0.1LA (t)  10 dtND 10NN   t t1  L 10lg 0   DN  86400       

 t2 0.1L (t)    10 A dtN 10N   t D N  10lg 1   （ 6）  86400   

t2 In the formula mentioned above, 100.1LA (t) dt represents the average noise t1 energy in every flight. ND+10NN represent the weighted number of flights in each day. The coefficient 10 represents the weighted number of flights at night, i.e., a flight at

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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:

LTPN (t)  LPN (t) (7)

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

LPN (t)  LA (t) 13 (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:

 1 t2  1 t2 L 10lg 100.1LTPN (t) dt 10lg( 100.1LPN (t) dt) EPN     T0 T0  t1  t1

 1 t2  t 1 t2  10lg 100.1(LA (t)13) dt 10lg 0 (100.1LA (t)101.3 )dt T0 T0 t0  t1   t1 

t 1 t2   1 1 t2  10lg 0 101.3 ( 100.1LA (t) dt) 10lg 101.3 ( 100.1LA (t) dt) T0 t0 10 t0  t1   t1 

1 t2 10lg100.3 10lg( 100.1LA (t) dt)  3 L t  SE 0 t1

That is: LEPN  LSE 3 (9)

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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: N  3N 10N L  L 1310lg 1 2 3 WECPN DN N  N D N (N1  3N2 10N3 )  LDN 1310lg （ 10） (N1  3N2 10N3 )  2N2

As for common airports, it’s not likely that N2/（N1+3N2+10N3）≥0.1, then generally speaking: (N 3N 10N ) lg 1 2 3  0.1 (N1 3N2 10N3 )  2N2 In view of the aforesaid inequality, Formula (10) may be simplified to the following approximation relation:

LWECPN  LDN 14 (11)

The current noise assessment standard in the United States is LDN=65dB, equivalent to

79dB after being converted to LWECPN. Therefore, it may be deemed that the current standards implemented in China (i.e., 70dB and 75dB) are stricter than the current noise assessment standard for aircrafts in the United States.

Annex IV Evaluation Standard for Green Building

Foreword

This "Evaluation Standard for Green Building" is developed by the China Academy of Building Research, Shanghai Research Institute of Building Sciences and relevant organizations according to the requirements of the Document Jian Biao [2005] No.63 issued by the Ministry of Construction.

This is the first comprehensive green building evaluation standard that targets multiple objectives and functional levels. It is developed based on the experiences of recent green building practices, research outcomes as well as referencing advanced international experiences to meet the requirements of practically workable implementation of energy and natural resources

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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

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while satisfying different building functional requirements. 1.0.4 In evaluating green building, the appropriate site context, climate, natural resources and environment as well as the local economy and culture shall be integrally evaluated. 1.0.5 The evaluation shall not only be in accordance with this standard but shall also be in accordance with state laws and other related standards to reflect the integration of economic, social and environmental benefits.

2. Terms 2.0.1 Green Building Green building is the building that maximizes conservation of resources (including energy, land, water and materials), protects the natural environment and minimizes pollution. It provides people with healthy, adaptive and efficient spaces during its life cycle and coexists in harmony with the natural environment. 2.0.2 Heat Island Index The heat island index of the region in the city is the temperature difference between the region in the city and nearby suburbs. It is the index of the heat island effect. 2.0.3 Renewable Energy Renewable energy is energy from nature that is renewable non-fossil energy, including wind, solar, hydro, biomass, geothermal and ocean energy, etc. 2.0.4 Nontraditional Water Source Nontraditional water source is the water source other than the traditional surface water and ground water. It includes reclaimed water, rain water and sea water, etc. 2.0.5 Reusable Material Reusable materials are materials that can be reused directly, or that can be reused after reassembly or restoration, under the premise of not changing the form of the material.

2. 0.6 Recyclable Material Recyclable materials are materials that can be changed to other forms and used a-gain. The materials may undergo several cycles of such processes.

3. Basic Regulations 3.1 Basic Requirements 3.1.1 The green building evaluation shall target single building or groups of buildings. For outdoor environments of a single building, the evaluation shall be based on the surrounding environment of this building only. 3.1.2 For new construction, extension and renovation of residential or public buildings, the evaluation shall be conducted one year after completion and occupation. 3.1.3 The application for the evaluation shall conduct the building technical and economic life

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cycle analyses, rationally determine the building scale, select appropriate technologies, system installations and materials and deliver reports on all these analyses. 3.1.4 The application for the evaluation shall control the processes of planning, design and construction complying with the requirements of the standard and deliver related documents of the process control.

3.2 Evaluation and Rating 3.2.1 The index system of this standard includes land saving and outdoor environment, energy saving and utilization, water saving and utilization, material saving and utilization, indoor environment quality, operations and management. Each index includes prerequisite items, standard items, and outstanding items. 3.2.2 Green building shall satisfy all prerequisite items of requirements in Chapter 4: Residential Buildings, or Chapter 5: Public Buildings, and shall be evaluated to three different ratings according to the number of satisfied standard items and outstanding items. The required number of standard and outstanding item of the three ratings is shown in Tables 3.2.2-1 and 3.2.2-2.

Table 3.2.2-1Items of requirements for evaluation of green building (Residential Buildings)

Standard items (total 40 items) Outstandi ng items (total 9 items) Rating Land saving Energy Water Material Indoor Operation and outdoor saving and saving and saving and environmen and environmen utilization utilization utilization t quality managemen t (total 8 (total 6 (total 6 (total 7 ( total 6 t (total 7 items) items) items) items) items) 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)

Standard items (total 43 items) Outstandi ng items Rating (total 14 items) Land saving Energy Water Material Indoor Operation

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and outdoor saving and saving and saving and environmen and environmen utilization utilization utilization t quality managemen t (total 6 (total 10 (total 6 (total 8 (total 6 t (total 7 items) items) items) items) items) 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.

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Standard Items 4.1.9 Provide public facilities according to master planning, based on mixed-use and residential district sharing principles. 4.1.10 Maximize rehabilitation and reuse of existing buildings. 4.1.11 Environmental noise in residential districts to be in accordance with the current national standard "Standard of Environmental Noise of Urban Area" GB 3096. 4.1.12 Residential district average exterior heat island index not more than 1.5°C. 4.1.13 Residential district wind environment to be conducive to outdoor pedestrian comfort during winter and natural ventilation during summer and transit seasons. 4.1.14 Plant a variety of indigenous vegetations, in a multi-layer biocoenosis comprising the tall arbor layer, shrub layer and grass (floor) layer according to local climatic conditions and natural vegetation distribution characteristics. No less than 3 arbor trees every 100m2. 4.1.15 Locate residential district and its entrance to ease access to public transport network. Entrance not to exceed 500m walking distance to public transport hub. 4.1.16 Adopt water permeable pavement to non-automotive paths, surface parking and other hard surfaces in residential district. Use planting to provide sun-shading. Water permeable surface ratio of outdoor ground to be no less than 45%.

Outstanding Items 4.1.17 Rationally exploit the use of underground spaces. 4.1.18 Rationally use abandoned sites for building. Treat polluted abandoned land to meet relevant standards.

4.2 Energy Saving and Energy Resource Utilization

Prerequisite Items 4.2.1 Heating, ventilation and air conditioning (HVAC) design to be in accordance with the requirements of the national and local energy saving standards. 4.2.2 The coefficient of performance (COP) and energy efficiency ratios (EER) of chilled water system for centralized air conditioning system, or single packaged air conditioning unit to be in accordance with the relevant requirements of the current national standard "Design Standard for Energy Efficiency of Public Buildings" GB 50189. 4.2.3 Provide adjustable thermostats and energy sub-metering when using centralized heating and/or centralized air conditioning system in individual residential unit.

General Items 4.2.4 Utilize natural site conditions in designing the building shape, orientation, spacing, and window to wall area ratios to achieve sunlighting, ventilation, daylighting, and install sun shading devices when needed.

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4.2.5 Use of high efficiency equipments and systems. The heating energy ratio (EHR) of the hot water recirculation pump in the central water heating system, and the transport efficiency ratio (TER) of hot and cold water in air-conditioning systems to be in accordance with the requirements of the national standard "Design Standard for Energy Efficiency of Public Building" GB 50189. 4.2.6 The coefficient of performance (COP) and energy efficiency ratios (EER) of chilled water system for centralized air conditioning system, or single packaged air conditioning unit to be one grade above the relevant requirements of the current national standard "Design Standard for Energy Efficiency of Public Buildings" GB 50189. 4.2.7 Use efficient lamps, lampshades, low maintenance ballasts and energy saving control gear in public spaces. Use timers or dimming devices to control the artificial lighting in space where of daylighting is available. 4.2.8 Use energy recovery systems when using centralized heating and/or centralized air conditioning systems. 4.2.9 Maximize renewable energy sources (solar, geo-thermal, etc. ) according to local climatic and natural resource conditions. Renewable energy use to be larger than 5% of the total energy consumption.

Outstanding Items 4.2.10 Heating and/or air condition energy use to be no more than 80% of the requirements of the national and local energy saving standards. 4.2.11 Renewable energy use to be larger than 10% of the total energy consumption. 4.3 Water Saving and Water Resource Utilization

Prerequisite Items 4.3.1 During the planning and design stage, formulate the water system plan and integrate the use of various water resources. 4.3.2 Adopt effective measures to prevent leakage from water distribution system. 4.3.3 Install water-saving utensil and equipment to achieve water saving rate not less than 8%. 4.3.4 Eliminate the use of municipal water and self-provided underground well water for landscaping use. 4.3.5 Adopt safety precautions when using non-traditional water to avoid any adverse impacts on human health and the surroundings.

General Items 4.3.6 Rationally plan rainwater runoff of site and building roof surfaces to reduce surface runoff, and to increase infiltration of the site. 4.3.7 Use non-potable water such as reclaimed water and/or rainwater for landscaping and car washing. 4.3.8 Use sprinkling and micro irrigation and other efficient techniques for landscape irrigation.

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4.3.9 When reclaimed water is used for non-potable purposes, give priority to nearby centralized reclaimed water plant. If there is no centralized reclaimed water plant nearby, rationally select other reclaimed water sources and treatment techniques after comparing technology and cost-benefit analyses. 4.3.10 In water scarce regions with heavy rainfall, rationally adopt cost-effective techniques for rainwater collection and utilization, after technical comparison and cost-benefit analyses. 4.3.11 Non-traditional water utilization rate not less than 10%.

Outstanding Items 4.3.12 Non-traditional water utilization rate not less than 30%. 4.4 Material Saving and Material Resource Utilization

Prerequisite Items 4.4.1 Limit of harmful contents in construction materials to be in accordance with the requirements of the current national standard GB 18580~GB 18588 and "Limit of Radionuclides in Building Materials" GB 6566. 4.4.2 Building shape and facade to be plain and simple without excessive decorative components.

General Items 4.4.3 Building materials manufactured within 500km from the construction site to be more than 70% of the total weight of all construction materials. 4.4.4 Use pre-mixed concrete for site-cast concrete works. 4.4.5 Use high performance concrete and high strength steel in building structures. 4.4.6 Sort solid debris generated during construction, demolition of old buildings and site clearing. Recover any reusable and recyclable materials. 4.4.7 During design and materials selection, consider the recyclability of the materials. While ensuring safety and not polluting the environment, the use of recyclable building materials to be higher than 10% of the total weight of all construction materials. 4.4.8 Integrate construction and decoration to avoid damaging or demolishing completed building elements and installation. 4.4.9 Under the premise of ensuring performance, the use of discarded materials as raw materials for manufacturing certain construction materials to be no less than 30% compared to similar construction materials.

Outstanding Items 4.4.10 Use of energy efficient and minimal environmental impact structural systems. 4.4.11 Use of reusable construction materials rate to be larger than 5%.

4.5 Indoor Environmental Quality

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Prerequisite Items 4.5.1 At least one room in each apartment to satisfy the requirements of the sunlight standard. At least two rooms in each apartment to satisfy the requirements of the sunlight standard if the apartment has four or more rooms. 4.5.2 Exterior windows to be sited in bedrooms, living rooms, study rooms and kitchen. Daylight index in rooms not to be lower than current national standard "Standard for Daylighting Design of Buildings" GB/T 50033. 4.5.3 Effective noise insulation and reduction measures for building envelope to be taken. Daytime permitted noise level under closed windows condition in bedrooms and living rooms to be no larger than 45dB (A); night-time level to be no more than 35dB (A). Weighted airborne sound reduction across floors and party walls to be not less than 45dB; Weighted standardized impact sound level through floors to be not more than 70dB. Weighted airborne sound reduction through apartment doors to be not less than 30dB; Weighted airborne sound reduction through exterior windows to be not less than 25dB and not less than 30dB when facing streets. 4.5.4 Area of openings for natural ventilation to be not less than 8% of floor area in hot summer warm winter and hot summer cold winter regions and not less than 5% in other regions. 4.5.5 Indoor airborne formaldehyde, benzene, ammonia, radon and TVOC contaminant concentration to be in accordance with the requirements of the current national standard "Code for Indoor Environmental Pollution Control of Civil Building Engineering" GB 50325.

General Items 4.5.6 Residential spaces with good field of view through exterior windows and avoid visual interference between apartments. When an apartment has two or more bathrooms, at least one bathroom has exterior windows. 4.5.7 No condensation on interior surfaces of roof, floor, exterior wall and exterior window under design room temperature and humidity conditions. 4.5.8 Under naturally ventilated conditions, the highest interior surface temperatures of roof, east and west external walls to satisfy requirements of current national standard "Thermal Design Code for Civil Building" GB 50176. 4.5. 9 Room temperature control devices or measures to be adopted in apartments with heating and/or air-conditioning system. 4.5. 10 Use adjustable external sun shading devices to prevent direct solar radiation through windows during summer. 4.5.11 Install mechanical ventilation or indoor air quality (IAQ) monitoring devices.

Outstanding Items 4.5.12 Energy storage, humidity control, or materials that improve indoor air quality (IAQ) in bedrooms and living rooms.

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4.6 Operation and Management

Prerequisite Items 4.6.1 Formulate and implement policies on energy-saving, water-saving, material-saving and greening management. 4.6.2 Separate residential water, electricity and gas metering and charges. 4.6.3 Formulate waste management policies to effectively manage waste-streams, waste sorting and collection to avoid indiscriminate dumping and secondary pollution. 4.6.4 Install closed waste collection bins, with stringent cleaning procedures and store domestic waste in garbage bags.

General Items 4.6.5 Install washing and drainage systems in waste collection station. Waste collection station to be cleared in a timely manner without polluting the environment and emitting bad odors. 4.6.6 Properly implement intelligent building systems, deploy technologically advanced, practical, and reliable building security, management, equipment control and information communication network sub-systems to meet requirements. 4.6.7 Use non-hazardous pest prevention techniques, approved chemical agents, including pesticides, herbicides, fertilizers, and effectively prevent soil and groundwater pollution. 4.6.8 Survival rate of planting and transplanting of trees to be larger than 90% and vegetation in good growing conditions. 4.6.9 Facilities management services to be certified by ISO 14001 "Environmental Management System". 4.6.10 Sorted waste collection rate (ratio of number of households practicing waste sorting to total number of households) to be more than 90%. 4.6.11 Equipment and conduit installations should be easy to maintain, modify and replace.

Outstanding Items 4.6.12 Separate collection of biodegradable waste or installing biodegradable waste processing room. Waste collection or waste processing room to have ventilation or exhaust fans, washing and drainage facilities, without secondary pollution from processing procedures.

5. Public Buildings

5.1 Land Saving and Outdoor Environment

Prerequisite Items 5.1.1 Conserve site cultural heritage and-relic, water eco-systems, wetlands, prime farmlands,

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forests and other protected areas. 5.1.2 Avoid flood-prone, landslide-prone, and radon-prone sites. No electromagnetic radiation, fire hazards, explosives, and poisonous material sources within safety distances. 5.1.3 No light pollution towards surrounding buildings, without influence on sunlight availability requirements of surrounding residential buildings. 5.1.4 No discharge of pollution sources within the site exceeding standard. 5.1.5 Formulate and implement specific measures to protect the environment and control various pollution on site and effects on the surrounding areas during construction.

General Items 5.1.6 Site environmental noise to be in accordance with the current national standard "Standard of Environmental Noise of Urban Area" GB 3096. 5.1.7 Wind speeds to be lower than 5m/s in pedestrian areas around buildings, without influence on outdoor activity comfort and building ventilation. 5.1.8 Rational use of green roofs and vertical greening. 5.1.9 Selection of site-suitable and climate-suitable indigenous plants and include composite arbor layer and scrub layer vegetation. 5.1.10 Rational site transportation planning. Site entrance not to exceed 500m walking distance to public transport hub. 5.1.11 Rationally exploit the use of underground spaces.

Outstanding Items 5.1.12 Rationally use abandoned sites for building. Treat polluted abandoned land to meet relevant standards. 5.1.13 Maximize the reuse of old buildings and include into project planning. 5.1.14 External water permeable surface ratio to be no less than 40%.

5.2 Energy Saving and Energy Resource Utilization

Prerequisite Items 5.2.1 Building envelope thermal performance index to be in accordance with the requirements of the national and local energy saving standards. 5.2.2 Cooling and heating system energy efficiency ratios (EER) to be in accordance with the requirements of the current national standard "Design Standard for Energy Efficiency of Public Buildings" GB 50189—2005, Articles 5.4.5, 5.4.8 and 5.4. 9. Boiler energy efficiency to be in accordance with Article 5.4.3. 5.2.3 No use of electric boilers and electric water heaters for direct heating or as heating source for air conditioning systems. 5.2.4 Lighting power densities (LPD) in all building spaces and site to be no higher than the actual

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values in the current national standard "Standard for Lighting Design of Buildings" GB 50034. 5.2.5 Implement separate energy sub-metering for systems including heating and cooling, delivery, and lighting systems in new buildings.

General Items 5.2.6 Design of building layout to be conducive to sun-lighting but avoids prevalent winds in winter, and conducive to natural ventilation in summer. 5.2.7 Operable external window area to be no less than 30% of total external window area; curtain wall facade to have operable openings or ventilation installations. 5.2.8 External window air tightness to be not less than Grade 4 requirements of the current national standard "Graduation and Test Method for Air Performance of Windows" GB 7107. 5.2. 9 Rational use of heating and cooling thermal storage technologies. 5.2.10 Preheat (or precool) intake air using exhaust air and reduce total load from outdoor air. 5.2.11 Implement full outside air or adjustable outside air mixer for all-air air conditioning systems. 5.2.12 Adopt effective energy saving measures for ventilation and air conditioning systems when building is under partial heating and cooling load condition, and when partially occupied. 5.2.13 Use high efficiency equipments and systems. Air conditioning system fan efficiency and cold/hot water systems energy efficiency ratios (EER) to be in accordance with the requirements in Sections 5.3.26 and 5.3.27 of the current national standard "Design Standard for Energy Efficiency of Public Buildings" GB 50189—2005. 5.2.14 Use methods such as excess or reject heat capture to provide necessary steam or domestic hot water needs of the building. 5.2.15 Implement separate energy sub-metering for systems including heating and cooling, delivery, and lighting systems in renovation and extension public building.

Outstanding Items 5.2.16 Building design total energy use level to be less than 80% of the requirement value in the current national and local energy saving standard. 5.2.17 Use of distributed combined heat and power (CHP) technology and increase integrated energy use efficiency. 5.2.18 Maximize renewable energy use (solar, geo-thermal, etc. ) according to local climatic and natural resource conditions. Renewable energy use for domestic hot water to be not less than 10% and not less than 2% of building electricity use. 19 Lighting power densities (LPD) in all building spaces and site to be no higher than the objective values in the current national standard "Standard for Lighting Design of Buildings" GB 50034.

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5.3 Water Saving and Water Resource Utilization

Prerequisite Items 5.3.1 During the planning and design stage, formulate the water system plan and integrate the use of various water resources. 5.3.2 Rational installation and comprehensive water supply and drainage systems. 5.3.3 Adopt effective measures to prevent leakage from water distribution system. 5.3.4 Rationally adopt water-saving utensil and equipment. 5.3.5 Adopt safety precautions when using non-traditional water to avoid any adverse impacts on human health and the surroundings.

General Items 5.3.6 Rationally adopt cost-effective techniques for rainwater collection and utilization, after comparing technology and cost-benefit analyses. 5.3.7 Use non-traditional water for landscaping, scenic environment use and vehicle washing. 5.3.8 Use sprinkling, micro irrigation and other efficient techniques for landscape irrigation. 5.3.9 Use centralized reclaimed water nearby for non-potable purposes, or adopt other reclaimed water sources and treatment techniques after cost-benefit analysis. 5.3.10 Install water metering for different use. 5.3.11 Non-traditional water utilization rate not less than 20% for office and commercial buildings, not less than 15% for hotel buildings.

Outstanding Items 5.3.12 Non-traditional water utilization rate not less than 40% for office and commercial buildings, and not less than 25% for hotel buildings.

5.4 Material Saving and Material Resource Utilization

Prerequisite Items 5.4.1 Limits on harmful contents in construction materials to be in accordance with the requirements of the current national standard GB 18580 — GB 18588 and "Limit of Radionuclides in Building Materials" GB 6566. 5.4.2 Use plain and simple building elements without excessive decorative components.

General Items 5.4.3 Building materials manufactured within 500km from the construction site to be higher than 60% of the total weight of all construction materials. 5.4.4 Use pre-mixed concrete for site-cast concrete works. 5.4.5 Use high performance concrete and high strength steel rationally in building structures.

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5.4.6 Sort solid debris generated during construction, demolition of old buildings and site clearing. Recover any reusable and recyclable materials. 5.4.7 During design and materials selection, consider the recyclability of the materials. While ensuring safety and not polluting the environment, the use of recyclable building materials to be more than 10% of the total weight of all construction materials. 5.4.8 Integrate construction and decoration to avoid damaging or demolishing completed building elements and installation, and repeating the renovation work. 5.4.9 Use flexible partitions in office, and commercial buildings to reduce material waste and amount of trash generated during renovation work. 5.4.10 Under the premise of ensuring performance, the use of discarded materials as raw materials for manufacturing certain construction materials to be no less than 30% compared to similar construction materials.

Outstanding Items 5.4.11 Use of energy efficient and minimal environmental impact structural systems. 5.4.12 Use of reusable construction materials rate to be larger than 5%.

5.5 Indoor Environmental Quality

Prerequisite Items 5.5.1 When using centralized air conditioning, the room temperature, humidity, wind speed, etc. to be in accordance with the calculated design value requirement of the current national standard "Design Standard for Energy Efficiency of Public Buildings" GB 50189. 5.5.2 No condensation or mold on inside and interior surfaces of building envelope. 5.5.3 When using centralized air conditioning, outside air supply volume to be in accordance with the design requirements of the current national standard "Design Standard for Energy Efficiency of Public Buildings" GB 50189. 5.5.4 Indoor airborne formaldehyde, benzene, ammonia, radon and TVOC contaminant concentration to be in accordance with the requirements of the current national standard "Code for Indoor Environmental Pollution Control of Civil Building Engineering" GB 50325. 5.5.5 Hotel and office building background noise levels to be in accordance with the Grade 2 requirements of the current national standard "Code for Sound Insulation Design of Civil Buildings" GBJ 118. Commercial building background noise levels to be in accordance with the current national standard "Hygienic Standard for Shopping Centre and Book Store" GB 9670. 5.5.6 Building lighting indexes, such as interior illumination level, unified glare rating, and color rendering index to be in accordance with current national standard "Standard for Lighting Design of Buildings" GB 50034.

General Items

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5.5.7 Adopt measures to promote natural ventilation in architectural and structural designs. 5.5.8 Use air conditioning system terminal components that are easy to control and improve occupant comfort levels. 5.5. 9 Noise insulating performance of building envelope components in hotel buildings to be in accordance with the Grade 1 requirements of the current national standard "Code for Sound Insulation Design of Civil Buildings" GBJ 118. 5.5.10Rational building plan layout and arrangement of functional spaces to reduce noise interference between adjacent rooms and noise effect from outside. 5.5.11 Daylighting index in more than 75% of main functional spaces in office and hotel buildings to be in accordance with the requirements of the current national standard "Standard for Daylighting Design of Buildings" GB/T 50033. 5.5.12 Barrier-free access to building entrances and main activity spaces.

Outstanding Items 5.5.13 Use adjustable external sun-shading devices to improve indoor thermal environment. 5.5.14 Use indoor air quality (IAQ) monitoring and control systems to ensure healthy and comfortable indoor environment. 5.5.15 Use rational measures to improve daylighting in indoor or underground spaces.

5.6 Operation and Management

Prerequisite Items 5.6.1 Formulate and implement integrated resource saving, including energy-saving, water-saving, etc. and landscaping management policies. 5.6.2 Exhaust air and waste water discharge during building operation to be in accordance with standards. 5.6.3 Sort and process waste collection, with no secondary pollution during collection and processing.

General Items 5.6.4 Balanced earthworks and use of construction facilities such as construction roadways during building operation. 5.6.5 Facilities management services to be certified by ISO 14001 "Environmental Management System". 5.6.6 Equipment and conduit installations should be easy to maintain, modify and replace. 5.6.7 Conduct periodic inspection and cleaning of air conditioning systems in accordance with the requirements of the current national standard "Cleaning Code for Air Duct System in Heating, Ventilating and Air-conditioning Systems" GB 19210. 5.6.8 Rational intelligent building systems, with full functioning information communication

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network systems. 5.6. 9 Rational and high operating efficiency automatic monitoring control systems for building ventilation, air conditioning and lighting systems. 5.6.10 Meter electricity, cooling and heating charges in office and commercial buildings.

Outstanding Items 5.6.11 Implement resource management encouragement mechanism, facility management achievements link with resource savings and economic benefit.

Explanation of Wording in This Standard

1. Words used for different degrees of strictness are explained as follows in order to mark the differences in executing the requirements of this standard: 1) Words denoting a very strict or mandatory requirement; "Must" is used for affirmation; "must not", for negation. 2) Words denoting a strict requirement under normal conditions: "Shall" is used for affirmation; "shall not" for negation. 3) Words denoting a permission of a slight choice or an indication of the most suitable choice when conditions permit: "Should" is used for affirmation; "should not" for negation. "May" is used to express the option available, sometimes with the conditional permit. 2."Shall comply with-" or "Shall meet the requirements of -" is used in this standard to indicate that it is necessary to comply with the requirements stipulated in other relative standards and codes.

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