8 Environmental Impact Assessment Procedures for Kitchen Waste Treatment Plant

No.：HPS 20120185

Public Disclosure Authorized World Bank Financed Ningbo Municipal Solid Waste Minimization and Recycling Project

Public Disclosure Authorized ENVIRONMENTAL

IMPACT REPORT

Public Disclosure Authorized

November 2012

Public Disclosure Authorized

Ningbo Municipal Research & Design Institute of Environmental Protection

Project name: World Bank Financed Ningbo Municipal Solid Waste Minimization and Recycling Project EA Document: Environmental Impact Assessment Report Client: Ningbo Domestic Solid Waste Separation and Reuse Project Management Office (SWPMO) Assessed by: Ningbo Municipal Research & Design Institute of Environmental Protection Certificate of EA: GuoHuanpingZhengJiazi No. 2004 President: ZHANG Bing Person in charge of EA: LIU Zhong Chief Engineer of the Institute: ZHAO Yongcai Project Manager: SHANG Wei Chun Cooperation Units: Ningbo Municipal Environmental Monitoring Center Shanghai Chemical Environmental Monitoring Station Ningbo Yonghuan Environmental Engineering Sci-tech Co., Ltd. Zhejiang Provincial Engineering Exploration Research Institute

List of Participants Technical Chapter(s) Name Profession Register No. Signature Title Completed SHANG Environmental Senior Chapters 1 A20040161100 Weichun engineering engineer and 13 SONG Environmental Senior A20040061000 Chapter 2 Xianying engineering engineer Environmental Chapters 2, ZHOU Jian C20970001 Engineer engineering 5, 7 and 9 Chapters 3, ZHENG Environmental A20040053 Engineer 4, 5, 10 and Shiwen engineering 12 ZHENG Environmental Assistant Chapters C20000180 CONG sciences engineer 4~6, and 11 Environmental Assistant WANG Yan C20000162 Chapter 2 protection engineer HUANG Environmental Senior A20040190700 Chapter 11 Haiping engineering engineer PAN Ecological Senior A20040230400 Chapter 8 Peifeng engineering engineer WANG Environmental Professional A20040221100 Engineer Xianhai engineering review TAN Da Environmental A20040090400 Review Peng sciences Senior engineer at ZHAO Environmental A20040018 professor level Approval Yongcai protection

Table of Contents

1 Summary ...... 3 1.1 Bases For Report Preparation ...... 3 1.1.1 Laws, Regulations, etc...... 3 1.1.2 Relevant Regulations of World Bank ...... 3 1.1.3 Key Planning, etc...... 4 1.1.4 Major Technical Codes, Technical Standards and Technical Materials ...... 4 1.2 The Purposes of EIA ...... 5 1.3 Assessment Class and Key Points of Assessment ...... 5 1.3.1 Assessment Class ...... 5 1.3.2 Key Points of Assessment ...... 6 1.4 Assessment Scope ...... 7 1.4.1 Assessment Scope of Water Environment Impact ...... 7 1.4.2 Assessment Scope of Atmospheric Environment Impact ...... 7 1.4.3 Assessment Scope of Environmental Noise Impact ...... 7 1.4.4 Assessment Scope of Ecological Environment ...... 7 1.5 Environment Functional Zoning and Sea Functional Zoning...... 7 1.5.1 Ambient Air Quality Functional Zoning ...... 7 1.5.2 Surface Water Environment Functional Zoning ...... 8 15.3 Acoustic Environment Functional Zoning ...... 8 1.5.4 Ecological Environment Functional Zoning ...... 9 1.5.5 Offshore Area Environment Functional Zoning ...... 9 1.6 Assessment Criteria ...... 10 1.6.1 Environmental Quality Standards ...... 10 1.6.2 Pollutants Emission Standard ...... 12 1.7 Environmental Protection Objectives ...... 15 1.7.1 Atmospheric Environment Protection Objectives ...... 15 1.7.2 Water Environment Protection Objectives ...... 15 1.7.3 Environmental Protection Objectives of Sea Areas ...... 16 1.7.4 Protection Objectives of Residents, Schools, etc...... 16 1.7.5 Ecological Environment Protection Objectives ...... 27 1.8 Profile of Host for Environment Assessment ...... 27 2 Project Overview and Analysis ...... 30 2.1 project Overview ...... 30 2.1.1 Components and Main Contents of Project ...... 30 2.1.2 Comparison and Selection of Alternatives ...... 33 2.2 Engineering Analysis ...... 47

2.2.1 Environmental impact factor identification ...... 47 2.2.2 Analysis of Pollution Sources ...... 48 3 Overview of Environment and Planning Statuses in the Region with the Project ..61 3.1 Natural Environment ...... 61 3.1.1 Geographic Location ...... 61 3.1.2 Topographical Features ...... 65 3.1.3 Climatic & Meteorological Features ...... 65 3.1.4 Soil and Vegetation ...... 65 3.1.5 Hydrogeological Features ...... 66 3.1.6 Natural Reserves ...... 67 3.1.7 Wildlife Protected ...... 67 3.2 Social Environment ...... 68 3.2.1 Overview ...... 68 3.2.2 Population Distribution ...... 68 3.2.3 Economic Development ...... 69 3.3 Planning Overview ...... 69 3.3.1 Overview on Master Urban Planning of Ningbo ...... 69 3.3.2 Optimized Program for Restructuring of Municipal Solid Waste Disposal Facilities System in the Core Urban Districts of Ningbo during the "12th Five-Year Plan” Period ...... 70 3.3.3 Overview on Specific Planning for Urban Environmental and Sanitary Facilities of Ningbo...... 71 3.3.4 Master Planning for Dongqiao Town of Yinzhou District...... 73 3.3.5 Regulatory Detailed Planning for Dongqian Lake Area of Ningbo ...... 74 3.3.6 Planning for Plots Surrounding Subproject Sites ...... 75 3.4 Introduction to Relevant Cultural Relics Protection Units (Sites) ...... 81 3.5 Current Status of Domestic Waste Management and Treatment in Ningbo ...... 81 3.5.1 Output and Category of Domestic Wastes ...... 81 3.5.2 Current Status of Domestic Waste Dumping and Collection System ...... 82 3.5.3 Current Status of Municipal Solid Waste Transportation System ...... 83 3.5.4 Current Status of Municipal Solid Waste Treatment System ...... 84 3.5.5 Analysis and Evaluation on Statuses of Municipal Solid Waste Transfer, Transportation and Treatment ...... 85 3.6 Associated Projects ...... 86 3.6.1 Overview and Monitored Statuses of Projects ...... 86 3.6.2 Analysis and Assessment of Status Quo ...... 86 4 Survey and Assessment of Current Environmental Quality ...... 99 4.1 Survey and Assessment of the current atmospheric environment quality ...... 99 4.1.1 Data Analysis of Atmospheric Environment Quality over the Years ...... 99 4.1.2 Monitoring and Assessment of Current Atmospheric Environment Quality100

4.2 Survey and Assessment of the Current Surface Water Environment Quality ..... 102 4.3 Survey and Assessment of the Current Acoustic Environment Quality ...... 105 4.3.1 Data Analysis of Acoustic Environment Quality over the Years ...... 105 4.3.2 Monitoring and Assessment of the Current Acoustic Environment Quality . 105 4.4 Survey and Assessment of the Current Ecological Environment ...... 107 4.4.1 Background of Surveyed Areas ...... 107 4.4.2 Time of Survey ...... 107 4.4.3 Methods of Survey ...... 107 4.4.4 Results of Survey ...... 109 Polygonaceae ...... 114 4.5 Summary ...... 116 5 Construction Period Environmental Impact Analysis ...... 118 5.1 construction period atmospheric environmental impact analysis ...... 118 5.2 Analysis of Water Environmental Impact in Construction period ...... 121 5.3 Construction period Noise Environmental Impact Analysis ...... 122 5.4 Assessment on Solid Waste Environmental Impact in Construction Period ...... 123 5.5 Construction Period Ecological Impact Analysis ...... 124 5.6 Construction Period Social Impact Analysis ...... 125 5.7 Construction Period Cleaner Production ...... 125 5.8 Health and Labor Safety Assessment ...... 126 6 Prediction and Assessment of Environmental Impact in Operation Period...... 127 6.1.Prediction and Assessment of Surface-Water Environmental Impact ...... 127 6.1.1 Destination of Wastewater Discharged under the Project ...... 127 6.1.2 Analysis of Wastewater Impact on Water Environmental ...... 128 6.2 Prediction and Assessment of Atmospheric Environmental Impact ...... 128 6.2.1 Pollution Intensity ...... 128 6.2.2 Assessment Levels ...... 128 6.2.3 Analysis and Assessment of Prediction Results ...... 129 6.2.4 Atmospheric Environment Protective Distance ...... 131 6.2.5 Conclusion ...... 131 6.3. Prediction and Assessment of Noise Environmental Impact ...... 131 6.3.1 Prediction Mode ...... 131 6.3.2 Prediction Source Intensity ...... 132 6.3.3 Prediction Results ...... 132 6.4 Analysis on Solid Waste Environmental Impact ...... 133 6.4.1 Analysis on Impact of Eco-environment and Groundwater ...... 134 6.4.2 Analysis on Impact of Eco-environment ...... 134 6.4.3 Analysis on Impact of Underground Water ...... 135

6.5 Analysis on Impact of Landscape and Preservation of Cultural Relics ...... 136 6.4.4 Analysis on Impact on Landscape ...... 136 6.4.5 Analysis of Impact on Preservation of Cultural Relics ...... 136 7Environmental Measures and Feasibility Analysis ...... 137 7.1 Environmental Measures and Feasibility Analysis during Construction Period ... 137 7.1.1 Exhaust Gas ...... 137 7.1.2 Waste Water ...... 137 7.1.3 Noises ...... 138 7.1.4 Solid Wastes ...... 139 7.1.5 Ecological Conservation Measures ...... 140 7.2 Environmental Measures and Feasibility Analysis of Them for Operation Period ...... 142 7.2.1 Exhaust Gases ...... 142 7.2.2 Wastewaters ...... 146 7.2.3 Noises ...... 149 7.2.4 Solid Waste ...... 149 7.2.5 Underground Water ...... 150 7.3 Summary Sheet of Environmental Measures ...... 151 8 Environmental Impact Assessment Procedures for Kitchen Waste Treatment Plant ...... 155 8.1 Analysis on rationality of site selection ...... 155 8.1.1 Analysis on Conformity of Related Plans ...... 155 8.1.2 Analysis on Supporting Municipal Infrastructure ...... 157 8.1.3 Conclusion ...... 157 8.2 Environmental Impact Assessment Procedures ...... 157 8.2.1 Project Scope, Implementation Content and Schedule ...... 157 8.2.2 Assessment Arrangement and Approval Arrangement ...... 157 8.2.3 Scheduling ...... 158 8.2.4 Suggestions on Environmental Measures ...... 158 9 Analyses of Environmental and Social Benefit and Loss ...... 160 9.1 Analysis of Environmental Benefit and Loss ...... 160 9.1.1 Environmental Benefit Analysis ...... 160 9.1.2 Investments in Environmental Protection ...... 161 9.2 Analysis of Social Benefit and Loss ...... 163 9.2.1 SOCIAL BENEFIT ...... 163 9.2.2 Social Impact ...... 164 10 Total Pollutant Load Control and Cleaner Production ...... 164 10.1 Total Pollutant Load Control ...... 164 10.1.1 Principle of Total Load Control ...... 164 10.1.2 Total Load Control Factor ...... 165

10.1.3 Indicators of Total Load Control ...... 165 10.1.4 Total Load Adjustment Program ...... 165 10.2 Cleaner Production ...... 166 10.2.1 Advancement of Process Route ...... 166 10.2.2 Production Control Level ...... 166 10.2.3 Level of End-of-pipe Treatment ...... 167 10.2.4 Summary ...... 167 11 Environment Management and Monitoring Plan ...... 168 11.1 Environment Management Plan (EMP) ...... 168 11.1.1 Establishment Purpose, Action Program and Requirements ...... 168 11.1.2 Implementing Agencies ...... 168 11.1.3 Environment Management ...... 173 11.2 Environment Monitoring Plan ...... 174 11.2.1 Environment Monitoring Purpose ...... 174 11.2.2 Monitoring Implementation and Plan ...... 174 11.2.3 Environment Monitoring Report ...... 175 11.3 Personnel Training ...... 177 11.4 Information Exchange, Summarization and Report ...... 179 11.4.1 Information Exchange ...... 179 11.4.2 Recording ...... 179 11.4.3 Reporting ...... 180 11.5 Continual Public Participation Plan and Complaint Mechanism ...... 181 11.5.1 Continual Public Participation Plan ...... 181 11.5.2 Dispute Complaint Channel ...... 181 12 Public Participation ...... 183 12.1 PURPOSE OF SURVEY ...... 183 12.2 BASIS OF LAUNCHING PUBLIC PARTICIPATION ...... 183 12.3 PRINCIPLE OF SURVEY ...... 183 12.4 METHOD OF SURVEY ...... 183 12.5 information disclosure ...... 183 12.6 Interviews with the massess ...... 186 12.7 Questionnaire Survey ...... 188 12.7.1 First round of Questionnaire Survey ...... 188 12.7.2 Second round of questionnaire survey ...... 189 12.8 conclusions of public participation ...... 222 13 Conclusions and Recommendations ...... 223 13.1 Conclusions ...... 223

13.1.1 Summary of Project ...... 223 13.1.2 General Situation of Due Diligence Related to Associated Projects ...... 223 13.1.3 Environmental Status Quo ...... 224 13.1.4 Analysis of Environmental Impact during Construction Period ...... 225 13.1.5 Environmental Impacts during Operation Period ...... 226 13.1.6 Environmental Measures and Feasibility Analysis of Them ...... 228 13.1.7 Analyses on Social and Environmental Benefits ...... 228 13.1.8 Total Load Control and Cleaner Production ...... 229 13.1.9 Environment Management and Monitoring Plan ...... 229 13.1.10Public Participation ...... 230 13.1.11EIA Procedures for Kitchen Waste Treatment Plant ...... 230 13.2 Recommendation ...... 231 13.3 Grand Conclusion ...... 231 References ...... 233

Preface

As a renowned historical city at the national level, Ningbo is also an economic center on the south wing of the Yangtze River Delta, a major seaport on the southeast coast as well as a municipality with independent plans and economic administrative extent of power at provincial level, under whose jurisdiction there are eight districts, three cities (county level) and two counties.

In recent years, Ningbo has comprehensively implemented the scientific development outlook, further carried out the Municipal Communist Party Committee's strategies of "six linkages" and "six-upgrading", made great efforts to raise the level of domestic waste disposal and pollution comprehensive treatment in accordance with the objectives set forth in "the Outlines of the 12th Five-Year Plan" of Ningbo so as to improve the environment, serve the people's livelihood, enhance the social harmony and benefit the people.

Through the cooperation with the World Bank in implementing the Ningbo Municipal Solid Waste Minimization and Recycling Project, Ningbo will, with the recycling economy concept introduced, use the advanced international waste classified disposal experience, classifying wastes at source and turning them into resources for utilization, improving recovery utilization system for renewable resources, establishing an innovative demonstration system for classified collection and recycling utilization, as well as build a relevant mechanism in order to realize the sustainable development of classified recovery and cyclic utilization of municipal solid waste, thereby to make to the maximum extent the municipal waste harmless, minimized and utilized as resources.

The Ningbo Municipal Solid Waste Minimization and Recycling Project has been included in the 2011-2013 fiscal year plan of the World Bank for funding the alternative projects proposed by China. For the project the Bank will provide 80 million USD loan and Ningbo will, in principle, arrange counterpart funds at a proportion of 1 ：l, the planning period till the year of 2020, the planned implementation period being 2012-2017. The project will be implemented within the built-up area of the city.

To understand the circumstances of the core urban area of Ningbo, especially the proposed project sites and the existing environment conditions, analyze the environmental impacts during project construction and operation, assess and demonstrate the reasonability of measures for project pollution prevention so as to make both the project and environment developed in a coordinated way, the project development agency ---- Ningbo City-Appearance and Environmental Sanitation Management Office, according to the Environmental impact assessment law, construction project Environmental protection management rules and environmental assessment Operation Policy (OP 4.01), entrusted the Ningbo Municipal Research & Design Institute of Environmental Protection to conduct an environmental impact assessment for the project and prepare this Environmental Impact Assessment Report.

Our institute organized the units and technologists concerned to carry out engineering 1 data analyses, field survey, and investigation of the current status of environment and then prepared, on the basis of the findings therefrom, this Environmental Impact Assessment Report for the Bank's review and comments.

Here we would like to explain that because of tight timetable, hard assignment, difficult work and limited expertise, there may be some inadequacies. We earnestly request that the experts with the World Bank and people concerned point them out for improvement so as to facilitate our institute to revise the report later.

Abreviation

WWTP – WastewaterTreatment Plant

EIA – Environmental Impact Assessment

EIR - Environmental Impact Report

hm2 – hectare or 10000 square meters

SWPMO – Solid Waste Project Management Office, i.e. Ningbo Domestic Solid Waste Separation and Reuse Project Management Office

TS – Transfer station

NMRDIEP – Ningbo Municipal Research & Design Instititue of Environmental Protection

1 Summary

1.1 BASES FOR REPORT PREPARATION

1.1.1 Laws, Regulations, etc.

1) Environmental Protection Law

2) Law of water pollution prevention

3) Law on Prevention of Air Pollution of the People's Republic of China.

4) Law on prevention and control of environmental noise pollution;

5) Law on Prevention and Control of Solid Waste Pollution;

6) Environmental Impact Assessment Law

7) Sea Environment Protection Law;

8) Some Decisions on Environmental Protection (State Council's Guofa [1996 ］No. 31 Document);

9) Administrative Regulations on Environment Protection of Construction Project (State Council's Act 253);

10) Management Procedures for Municipal Domestic Solid Waste (Ministry of Construction No. 157);

11) Zhejiang Provincial Regulations on Water Pollution Prevention (Jan. 1, 2009;

12) Zhejiang Provincial Regulations on Atmosphere Pollution Prevention (2003.9.1);

13) Zhejiang Provincial Procedures for Environmental protection management on construction project (2004.4.1);

14) Zhejiang Provincial Regulations for Sea Environmental Protection (April 1, 2004);

15) Ningbo Municipal Provisions for Environmental Pollution Prevention (Aug. 1, 2007).

1.1.2 Relevant Regulations of World Bank

1) Environmental Assessment (OP, BP and GP 4.01);

2) Natural Habitat (OP/BP 4.04);

Pest Management (GP 4.09);

Cultural Property (4.11) ;

3) Involuntary resettlement (OP/BP 4.12);

4) Ethnic Minorities (4.10);

5) Dam Safety (OP/BP 4.37);

6) Forest (OP/GP 4.36);

7) Projects in Disputed Areas (OP/BP/GP 7.60);

10) Projects on International Waterways (OP/BP/GP 7.50);

11) Business Information Disclosure (BP 17.50);

12) General Guidelines for Environment, Health and Security (EHS Guidelines for short);

1.1.3 Key Planning, etc.

1) Urban master city planning of Ningbo Municipality (2004-2020);

2) The Optimized Program for Restructuring of Municipal Solid Waste Disposal Facilities System in the Core Urban Districts of Ningbo during the "12th Five-Year Plan Period;

3) Specific Plan for Ningbo Urban Environmental Sanitation Facilities (2004 to 2020);

1.1.4 Major Technical Codes, Technical Standards and Technical Materials

1) Technical Guidelines for EIA - General Principles (HJ 2.1-2011);

2) Technical Guidelines for EIA - Atmosphere Environment (HJ 2.2-2008);

3) Technical Guidelines for EIA - Surface water environment (HJ/T 2.3-2003);

4) Technical Guidelines for EIA - Acoustic environment (HJ 2.4-2009);

5) Technical Guidelines for EIA - Non-pollution ecological impact (HJ 19-2011);

6) Technical Guidelines for Environmental Risk Assessment on Construction Project (HJ/T 169);

7) Technical Guidelines for Ground Water Environment (HJ 610-2011；

Zhejiang Provincial Program for Water Functional Zoning and Water Environment Protection Functional Zoning (Zhejiang Provincial Water Resources Bureau and Zhejiang Provincial Environmental Protection Bureau, 2006);

8) Technical Report for Ningbo Ambient Air Quality Functional Zoning (Ningbo Municipal Environmental Protection Bureau, Jan. 1997);

9) Subsidiary Technical Report for Zoning Standard Applicable to Urban Area Environmental Noise in Ningbo Core Urban Areas (Ningbo EPB, Dec., 2003);

10) The Feasibility Study Report for the World Bank Financed Ningbo Municipal Solid Waste Minimization And Recycling Project (November 2012).

1.2 THE PURPOSES OF EIA

The key purposes of this EIA are below:

1) Through data analysis, site survey and monitoring as well as analogy analysis, to assess the regional environment background conditions so as to provide background information for predicting and assessing the environmental impact degree and scope of the proposed project as well as for the construction completion acceptance in the future.

2) To analyze the environmental impact degree and scope, in the assessed areas, of the project implementation on the atmospheric environment, water environment, soil environment, ecological environment, acoustic environment, etc.;

3) In accordance with the relevant laws, regulations and technical codes and in combination with the characteristics of the local physical and social environments, to put forward protective measures to mitigate the environmental impacts.

4) Analyses will be focused on the contributions after the project implementation to the municipal solid waste disposal in Ningbo, especially to the city appearance and environmental sanitation;

1.3 ASSESSMENT CLASS AND KEY POINTS OF ASSESSMENT

According to the categorizing principle of environmental assessment "(OP4.01), the project EIA category belongs in Category B. On the basis of the "Technical Guidelines for Environmental Impact Assessment (HJ2.1-2011, HJ2.2-2008, HJ/T 2.3-93, HJ2.4-2009, HJ610-2011, HJ/T 169-2004), the Environmental impact assessment classes are classified as below:

1.3.1 Assessment Class

WATER ENVIRONMENT IMPACT ASSESSMENT CLASS

Because the sewage of each subproject will be pre-treated before being discharged into municipal sewers, and finally discharged after being treated by municipal wastewater treatment plant, the water environmental impact assessment class is Class III pursuant to the Technical for Environment Impact Assessment on Surface Water (H/T 2.3-2003).

ASSESSMENT CLASS OF ATMOSPHERIC ENVIRONMENT IMPACT

The main atmospheric pollutants of the project are foul gases produced in the processes of waste transportation and kitchen waste treatment. According to the "Environmental Impact Assessment Technical Guidelines - Atmospheric Environment (HJ/T 2.2-2008) Assessment Classes are classified on the basis of the classification criteria in Table 1.3-1. Table 1.3-1 Assessment Class of Atmospheric Environment Assessment Class Assessment Classification Criteria

Class I Pmax ≥ 80%, and D 10 ≥ 5 km Class II Others

Class III Pmax ≥ 10%,or D 10% < the minimum distance between pollution source and plant boundary

As recommended by the Guidelines, we adopted the model of Screen 3 to estimate the leeward ground concentration of pollutant, the maximum rate of LGCoP to the standard concentration ≤ 10%, therefore the atmospheric Assessment Class is identified Class III.

ENVIRONMENTAL NOISE ASSESSMENT CLASS

According to Sub-section 5.2 of the Technical Guidelines for EIA - Acoustic environment (HJ 2.4-2009), the environment noise impact assessment is Class III.

ECOLOGICAL ENVIRONMENT ASSESSMENT CLASS

On the basis of Sub-section 4.2 of the Environmental Impact Assessment Guidelines - Non-pollution Ecological Impact (HJ19-2011), the project area belongs in a general ecologically-sensitive area, covering no more than 20 km2, as a result, the ecological environmental impact assessment class is classified Class III.

1.3.2 Key Points of Assessment

(1) On the basis of the alternatives provided in the project FSR, the preferred alternative is identified from the angle of environmental protection, which is feasible in engineering and lesser in environmental impacts.

(2) Making full use of the available data of the environment status quo and analog survey information, but reviewing of their correctness, timeliness and usefulness. According to the characteristics of the project environmental impact factors, the principle of "Supplement what are missed" is followed in carrying out the 6 environment monitoring.

From the perspectives of domestic waste minimizing and recycling and making it harmless, the positive environmental effects after the project implementation to the urban districts of Ningbo are analyzed; local environmental impacts of odor and tailwater discharged from the project are assessed; and project environmental risky accidents and emergency preparedness program are analyzed.

(4) Analyzing the source intensity of project waste gas, analyzing the atmospheric environmental impact, and calculating the distance for health protection.

(5) According to environmental impact analysis results, proposing environmental measures.

(6) In accordance with the requirements of the Code concerned, conducting the survey with the public participation.

1.4 ASSESSMENT SCOPE

1.4.1 Assessment Scope of Water Environment Impact

The water environmental impact assessment scope of the sub-projects is identical to that of municipal wastewater treatment plant.

1.4.2 Assessment Scope of Atmospheric Environment Impact

According to Sub-section 5.4 of HJ2.2-2008 the atmospheric environmental impact assessment scope of each sub-project is a foursquare with a side length of 5 km and a center of the subproject.

1.4.3 Assessment Scope of Environmental Noise Impact

According to HJ 2.4-2009, the noise impact assessment scope is within 200 m from the boundary of each subproject.

1.4.4 Assessment Scope of Ecological Environment

According to HJ 19-2011 the ecological environment impact assessment scope of each subproject is within the plant site.

1.5 ENVIRONMENT FUNCTIONAL ZONING AND SEA FUNCTIONAL ZONING

1.5.1 Ambient Air Quality Functional Zoning

According to the Technical Report for Ningbo Ambient Air Quality Functional Zoning", the areas where the subprojects are located are all Category II areas.

1.5.2 Surface Water Environment Functional Zoning

According to the Zhejiang Provincial Program for Water Functional Zoning and Water Environment Protection Functional Zoning, the water functional zoning and water environment functional zoning of the subproject areas are shown in Table 1.5-1 as follows: Table 1.3-1 Summary of Surface Water Environment Functional Zoning Water Name of Surface Water Environmental No. Name of Works Function Water Function Category Category Weihailu Separation and Transfer Station Inland River in 1 in Zhenhai District Category IV Category IV Zhenhai (Weihailu Transfer Station) Luotuo Transfer Station in Zhenhai Inland River in 2 Category IV Category IV District (Luotuo Transfer Station) Zhenhai Jiangdong ClSeparationassification and Shangjia River Category III Category III 3 Transfer Station (Jiangdong Transfer Category IV Category IV Station) Yongjiang River Haishu Xujiacao Transfer Station (Haishu 4 Houtang River Category III Category III Transfer Station) Jiangbei Separation and Transfer Station 5 (including Sorting Center) (Jiangbei TS Donghe River Category III Category III (including Sorting Center)) Yinzhou Separation and Transfer Station Qiantang River and 6 Category III Category III (Yinzhou Transfer Station) Yongxin River Yinzhou Kitchen Waste Treatment Plant Tributary of 7 Category III Category III (KWTP) Xiajiang River River network Dongqianhu Separation and Transfer 8 down- stream to Category III Category III Station (Dongqianhu Transfer Station) Dongqian Lake

15.3 Acoustic Environment Functional Zoning

According to the Subsidiary Technical Report for Zoning Standard Applicable to Urban Regional Environmental Noise in Ningbo Core Urban Areas, the functional zoning of subproject areas is shown in Table 1.5-2. Table 1.5-2 Summary of Noise Environment Functional Zoning Environment Noise Function No. Name Remarks Function Category 1 Weihailu Transfer Station Industrial area Category III Based on the 2 Luotuo Transfer Station Town area Category II Subsidiary Technical Report for Zoning 3 Jiangdong Transfer Station Standard Applicable Residential and to Urban Area commercial mixed Category II Environmental area 4 Haishu Transfer Station Noise in Ningbo Core Urban Areas Jiangbei Transfer Station (incl. 5 Industrial area Category III Sorting Center) Rural and suburban 6 Yinzhou Transfer Station Category II area Uncategorized Yinzhou Kitchen Waste 7 Industrial area Category III Treatment Plant 8 Dongqianhu Transfer Station Residential and Category II 8

Environment Noise Function No. Name Remarks Function Category commercial mixed area in the planning

1.5.4 Ecological Environment Functional Zoning

According to "The Ningbo urban ecological environment functional zoning, the functional zoning of the sub-project areas is shown in Table 1.5-3.

Table 1.5-3 Summary of Ecological Environment Functional Zoning No. Name Functional Orientation Weihailu Transfer 1 Ecological functions buffering zone, to protect the farmland ecosystem, Station improve the agro-ecological service function, and promote the Luotuo Transfer 2 development of ecological agriculture and urban leisure agriculture. Station Jiangdong 3 Urban ecological environment function for north Jiangdong District Transfer Station Haishu Transfer 4 Urban ecological environment function for Haishu District Station Jiangbei Transfer Ningbo urban industrial function, and ecological environment function 5 Station (incl. for Jiangbei District Sorting Center) Yinzhou Transfer Ecological environment function for the Investment and Pioneering 6 Station Center in Yinzhou new town Kitchen Waste Ecological environment function for the integrated development of town 7 Treatment Plant and agriculture in mid-Yinzhou plain Ecological environment ecological environment function subzone for Dongqianhu 8 landscape tourism and conservation of biodiversity in eastern hilly area Transfer Station east to Yinzhou.

1.5.5 Offshore Area Environment Functional Zoning

According to the Notice on the issuance of Zhejiang Offshore Environmental Functional Zoning (Adjustment) (ZheHuanFa [2001] No. 242 Document), the Reply to the Application for Environmental Function Zoning Adjustment of Sea Area near Chuanshan Peninsula in Beilun of Ningbo (ZheHuanHan [2005] No. 207 Document) and the "Reply to the Application for Zhoushan's Offshore Environmental Function Zoning Adjustment (ZheHuanHan [2006] No. 171 Document), the sea area near Zhenhai belongs in D20 Ⅲ Zhenhai - Beilun - Daxie Category IV zone ( sea area of receiving effluent from the Ningbo Northern Wastewater Treatment Plant, the leading use functions are of seaport and marine fishery, the goal of water quality is Category III, and that of sediment, Category III.

1.6 ASSESSMENT CRITERIA

1.6.1 Environmental Quality Standards

AMBIENT AIR

According to the ambient air function zoning, Class II standard of ambient air quality standard (GB 3095-1996) will be implemented for the project area; in case there is no standard value in GB 3095-1996, the maximum allowable concentration of hazardous substance, in the hygienic standard (TJ 36-79) for design of industrial enterprise, over residential area shall be carried out. Specific standard values are shown in Table 1.6-1 below. Table 1.6-1 Ambient Air Quality Standard Standard Value of Pollutant Name Average of Time Remarks Class II Hourly mean 0.50 SO2 Daily mean 0.15 Yearly mean 0.06 Hourly mean 0.24 GB3095-1996 NO2 Daily mean 0.12 Yearly mean 0.08 Daily mean 0.15 PM 10 Yearly mean 0.10 H S Once 0.01 2 TJ36-79 NH3 Once 0.20

SURFACE WATER

In pursuance of the surface water environmental functional zoning, the standard categories will be implemented for the surface water in the project area as shown in Table 1.6-2, and the corresponding standard values are seen in Table 1.6-3.

Table 1.6-2 Environmental Standard Category of Surface Water in Project Area Standard Category of Water No. Name Environment 1 Weihailu Transfer Station Category IV 2 Luotuo Transfer Station Category IV 3 Jiangdong Transfer Station Category III 4 Haishu Transfer Station Category III 5 Jiangbei Sorting Center Category III 6 Yinzhou Transfer Station Category III 7 Yinzhou Kitchen Waste Treatment Plant Category III 8 Dongqianhu Transfer Station Category III

Table1.6-1 Water Quality Standard for Surface Water(Unit: mg/l except pH) Water Quality Items Category Ⅲ Standard Category IV Standard

CODCr ≤ 20 30 CODMn≤ 6 10 DO≥ 5 3 BOD5≤ 4 6 10

Water Quality Items Category Ⅲ Standard Category IV Standard pH 6～9 NH3-N≤ 1.0 1.5 TP≤ 0.2 0.3 Crude Oils ≤ 0.05 0.5

WATER QUALITY OF SEAWATER

The sewage from the Haishu Transfer Station and Jiangbei Transfer Station (including Sorting Center) will be admitted by the Ningbo Northern WWTP for treatment, the effluent of which will be discharged in the sea area nearby Zhenhai. According to the offshore marine environment functional zoning, the Category III of water quality standard for seawater (GB3 097-1997) will be implemented for the sea area, shown in Table 1.6-4. Table 1.6-2 Water Quality Standard for Seawater(Unit: mg/l except pH) No. Parameters Category III Category IV 1 pH 6.8～8.8 Man-made increment ≤ Man-made increment ≤ 2 SS 100 150

3 CODMn≤ 4 5 4 Inorganic nitrogen (In N) ≤ 0.40 0.50 5 Reactive phosphate (In P) ≤ 0.030 0.045 6 Crude oils ≤ 0.30 0.50 7 Dissolved oxygen ≥ 4 3 8 Cu≤ 0.050 9 Pb≤ 0.010 0.050 10 Zn≤ 0.10 0.50 11 Cd≤ 0.010 12 Cr≤ 0.20 0.50

NOISE

On the basis of the noise environment function zoning, the categories of the urban area environmental noise standard "(GB3096-2008) to be implemented are shown in Table 1.6-5. Table 1.6-3 Environment Noise Standard Category of Standard Value(dB(A) ) No. Name Acoustic Daytime Nighttime Functions 1 Weihailu Transfer Station Category 3 65 55 2 Luotuo Transfer Station Category 2 70 55 3 Jiangdong Transfer Station Category 2 60 50 4 Haishu Transfer Station Category 2 60 50 Jiangbei Transfer Station (incl. 5 Category 3 65 55 Sorting Center) 6 Yinzhou Transfer Station Category 2 60 50 7 Kitchen Waste Treatment Plant Category 3 65 55 11

Category of Standard Value(dB(A) ) No. Name Acoustic Daytime Nighttime Functions 8 Dongqianhu Transfer Station Category 2 60 50

SOIL

For the existing soil environment quality, the Soil Environment Quality Standard ( GB 15618-1995) is adopted, and Class II standard will be executed for the project area. Please refer to Table 1.6-6 for details. Table 1.6-4 Standard Values of Soil Environment Quality(Unit：mg/kg) Items Class II Class III pH value of soil <6.5 6.5~7.5 >7.5 >6.5 Cd ≤ 0.30 0.30 0.60 1.0 Hg ≤ 0.30 0.50 1.0 1.5 Paddy field 30 25 20 30 As Dry land 40 30 25 40 Farmland, 50 100 100 400 Cu etc. Orchard 150 200 200 400 Pb ≤ 250 300 350 500 Paddy field 250 300 350 400 Cr Dry land 150 200 250 300 Zn ≤ 200 250 300 500 Ni ≤ 40 50 60 200

1.6.2 Pollutants Emission Standard

WASTE GASES

The odor pollutant emission standard "(GB14554-93) will be implemented for the odor generated from the project. The standard values are shown in Tables 1.6-7 and 1.6-8. Table 1.6-5 Standard for Pollutants of Foul Smell at Boundary of Plant Class II New construction, No. Control Items Unit extension and Existing upgrading

1 NH3 1.5 2.0 3 2 H2S mg/m 0.06 0.10 3 Methyl mercaptan 0.007 0.010 4 Odor concentration Dimensionless 20 30 Table 1.6-6 Emission Standard Values for Foul Smell Pollutants No. Control Items Height of exhaust pipe (m) Quantity emitted, kg/h 15 0.33

1 H2S 20 0.58 25 0.90

No. Control Items Height of exhaust pipe (m) Quantity emitted, kg/h 15 0.04 2 Methyl mercaptan 20 0.08 25 0.12 15 1.5 3 Carbon bisulfide 20 2.7 25 4.2 15 4.9

4 NH3 20 8.7 25 14 15 2000 5 Odor concentration 25 6000

WASTEWATER

All the wastewater of the sub-projects will be transmitted into municipal WWTP for treatment, the effluent discharge standards to be implemented are shown in Table 1.6-9, and the standard values are shown in Tables 1.6-10 and 1.6-11.

Table 1.6-7 Subprojects and Corresponding Wastewater Discharge Standard Implemented by WWTP Discharge Standard for Discharge Standard for Name of Wastewater to Be Subproject WWTP No. Subprojects Treated in Standard Class of Standard Class of Name Standard Name Standard Weihailu Transfer Houhaitang WWTP in 1 Class B Class II Station Zhenhai Luotuo Transfer Ningbo Northern 2 Class A Class I B Station WWTP Jiangdong Jiangdong Northern 3 Water quality Class B Class II Transfer Station WWTP standard for Pollutant Haishu Transfer Ningbo Southern 4 wastewater Class A Discharge Class I B Station WWTP discharged Standard for Jiangbei Transfer Ningbo Northern into Urban WWTP 5 Station (incl. Class A Class I B WWTP municipal (GB Sorting Center) sewers 18918-2002) Yinzhou Transfer Ningbo Southern 6 (CJ343-2010) Class A Class I B Station WWTP Dongqianhu 7 Xinzhou WWTP Class A Class I B Transfer Station Kitchen Waste 8 Yinxi WWTP Class A Class I B Treatment Plant

Table 1.6-8 Water Quality Standard for Wastewater Discharged into Municipal Sewers (CJ343-2010) No. Control Items Unit Class A Class B 1 pH — 6.5~9.5 2 CODCr mg/l 500(800) 500 (800) 3 BOD5 mg/l 350 350 4 Ammonia nitrogen mg/l 45 45 5 TN mg/l 70 70

No. Control Items Unit Class A Class B 6 TP mg/l 8 8 7 Crude oils mg/l 20 20 8 Oils of animals and plants mg/l 100 100 9 Water temperature ℃ 35 35 10 Chroma 倍 50 70 11 SS mg/l 400 400 12 Dissolved solids mg/l 1600 2000 13 LAS mg/l 20 20

Table 1.6-9 Pollutant Discharge Standard for Urban WWTP (GB 18918-2002) Class I Standard No. Basic Control Objective Class II Standard Standard A Standard B

1 CODCr 50 60 100 2 BOD5 10 20 30 3 SS 10 20 30 4 Oils of animals and plants 1 3 5 5 Crude oils 1 3 5 6 Surface active agent of negative ion 0.5 1 2 7 TN (In N) 10 20 -- 8 NH3-N (In N) * 5(8) 8(15) 25(30) For projects constructed 1 1.5 3 TP by December 31, 2005 9 (In P) For projects constructed 0.5 1 3 after Jan. 1, 2006 10 Chroma (Dilution multiple) 30 30 40 11 pH 6~9 12 Coliform of feces(each/L) 103 103 104

NOISE EMISSION STANDARD

In the operation period, the standard for environmental noise emitted at the plant boundary of industrial enterprise (GB12348-2008) is shown in Table 1.6-12. Table 1.6-10 Standard for Noise Emitted at Plant Boundary Orientation Acoustic Function Standard Values (dB(A)) No. Name of Plant Category outside Daytime Nighttime Boundary Plant Boundary 1 Weihailu Transfer Station All 3 65 55 East side 4 70 55 2 Luotuo Transfer Station Rest 2 60 50 3 Jiangdong Transfer Station All 2 60 50 West side 4 70 55 4 Haishu Transfer Station Rest 2 60 50 Jiangbei Transfer Station 5 All 3 65 55 (incl. Sorting Center) East and 2 60 50 6 Yinzhou Transfer Station north sides Rest 4 70 55 7 Dongqianhu Transfer Station All 2 60 50 8 Kitchen Waste Plant All 3 65 55

During the construction period, the limit of noise at the boundary of construction site (GB 12523-90) will be implemented. Please refer to Table 1.6-13 for standard values.

Table 1.6-11 Limited Values of Noise at Boundary of Construction Site (GB12523-90) Construction Noise Limit Main Noise Sources Period Daytime Nighttime Earthwork Bulldozer, excavator, loader, etc. 75dB 55dB Construction Pile driving Pile drivers of various kinds 85dB forbidden Concrete mixer, vibrating needle, electric saw, Structure 70dB 55dB etc. Decoration Hoist, lift 65dB 55dB

1.6.2.2 SOLID WASTE

After being composted the biogas residue of Kitchen Waste Treatment Plant must meet the "Control Standard for Agricultural Use of Municipal Solid Waste" (GB8172-87) and then can be used as biological fertilizer. The control standard values are shown in Table 1.6-14. Table 1.6-12 Control Standard for Agricultural Use of Municipal Solid Waste" (GB8172-87) No. Name Standard No. Name Standard Limit1) Limit1) 1 Sundries2) ,%≤ 3 9 Total As (In As), mg/kg, ≤ 30 2 Grain size, mm, ≤ 12 10 Organic matters (In C) ,%, ≥ 10 3 Death rate of ascaris egg, % 95~100 11 TN (In N) ,%, ≥ 0.5 -1 -2 4 Coliform amount 10 ~10 12 TP(In P2O5) ,%, ≥ 0.3 5 Total Cd (In Cd), mg/kg, ≤ 3 13 TK(In K2O) ,%, ≥ 1.0 6 Total Hg (In Hg), mg/kg, ≤ 5 14 pH 6.5~8.5 7 Total Pb (In Pb), mg/kg, ≤ 100 15 Water content, % 25~35 8 Total Cr (In Cr), mg/kg, ≤ 300

Remarks：1) Except Items 2, 3 and 4, all the rest are calculated on the basis of dry medium.

2) Sundries refer to plastics, glass, metal, rubber, etc.

1.7 ENVIRONMENTAL PROTECTION OBJECTIVES

1.7.1 Atmospheric Environment Protection Objectives

The project area belongs in the ambient air of Category II. Therefore, the protection objective of air environment is Category II.

1.7.2 Water Environment Protection Objectives

Please refer to Table 1.5-1 for the Surface water Environmental protection objectives of the project.

1.7.3 Environmental Protection Objectives of Sea Areas

The sea area involved under the project mainly includes that near Zhenhai, the protected objectives are Category IV functional zone and Category III water quality objective.

1.7.4 Protection Objectives of Residents, Schools, etc.

1）Weihailu Transfer Station

The protection objectives nearby the Weihailu Transfer Station, such as residents and schools, etc., are seen in Table 1.7-1 and Figure 1.7-1. Table 1.7-1 Protection Objectives Adjacent to Weihailu Transfer Station Distance from No. Name of Protection Objective Orientation Characteristic Remark Subproject (m) 1 Yufan village SW 1465 1675 persons 2 No. 1 Zone of Mingyuan SES 1090 More than 1000 persons Zhaobaoshan Residential Area 3 SES 1220 More than 2000 persons for Resettlement Urban area of Zhaobaoshan About 60 thousand 4 sub-district SE 1560 persons Other residential area More than 1300 students 5 Gutang Middle School S 910 and teachers Zhenhai Hub-school of More than 2200 students 6 S 1050 Vocational Education and teachers Total floor area about 7 Zhenhai Sci-tech Library SES 1220 2200m2,total collection 53000 books

Weihailu Transfer Center

1255m 1465m

910m 1090m 1560m

1220m 1050m Yufan village Yufan 万华

village 万华 MDI

MDI Gutang Middle School万华 No. 1 Zone of 万华 Mingyuan 万华 Zhaobaoshan Zhaobaoshan

PTM MDI MDI 万华MDI Residential Area Sub-districtand other Zhenhai 万华万华 Vocational for resettlement PTM 项目 MDI Zhenhai Sci-tech urban residential areas G Education Hub-school MDI 项目 MDI Liabrary G PTM Figure 1.7-1 Map of Protected Objectives Adjacent to Weihailu Transfer Station PTM PTM PT项目MG 项目 PTMG项目 G G项目万华PTMGMDI项目 PTM 项目理厂 G项目 PT MG G项目

17 理厂 PT MG 项目理厂

理厂理厂理厂理厂理厂理厂理厂理厂

2）Luotuo Transfer Station

The protection objectives nearby the Luotuo Transfer Station, such as residents and schools, etc., are seen in Table 1.7-2 and Figure 1.7-2. Table 1.7-2 Protection Objectives Adjacent to Luotuo Transfer Station Name of Protection Distance from No. Orientation Characteristic Remark Objective Subproject (m) 1 Xinyujiafan village NEN 495 910 persons More than 700 2 Dongjiafan village SE 1050 persons Bishuilianqing More than 1000 3 SSE 380 Residential Area persons More than 800 Luotuo Experimental 4 SSW 850 students and School teachers Near 40 thousand 5 Luotuo town area S 760 persons

Xinyujiafan

万华MDI Luotuo Transfer Center 495m

Ring Express High- PTMG项 -way G1501 目 85m

Jindong

village

万华 380m 万华 1050m 万华 MDI万华万华万华 m 万华 MDI MDI 760m MDI 理厂万华MDI MDI MDI

850m MDI PT

PTMG PTMG BishuilianqingPT MGMG PT MG万华 Residential Area PTMG PTMG 项目项目项目项目项目PTMDI 项目项目 Luotuo Experimental 万华 School 万华 MG MDI

MDI项目万华 PT Dongjiafan

MDI MG village 万华PTMMDI 理厂 Luotuo Block 理厂 PT Luotuo项目 Block 理厂理厂理厂 G项理厂理厂 MG 目 Figure 1.7-2 Distribution Map of ProtectionPT Objectives Adjacent to Luotuo Transfer Station 万华MDI 项目 PTMG项目 MG 理厂

3) Jiangdong Transfer Station项目

PTMG项万华MDI The protection objectives,万华MDI residents, schools,理厂 etc. adjacent to the Jiangdong Transfer 目

理厂理厂 18 PTMG项目理厂 PTMG项目

理厂

Station are shown in Table 1.7-3 and Figure 1.7-3. Table 1.7-3 Protection Objectives Adjacent to Jiangdong Transfer Station Name of Protection Distance from No. Orientation Characteristic Remark Objective Subproject (m) More than 1000 1 Jiangnan SWW 175 persons More than 800 2 Yu’nan Community SW 160 persons Shangjia temporary More than 1200 3 SWS 116 residential area persons More than 800 4 Shangjia SES 210 persons More than five 5 BOBO town E 320 thousand persons About three 6 Lujia Jayuan E 760 thousand persons About two 7 Langqinhai NEE 830 thousand persons About one 8 Hetai Yayuan SEE 960 thousand persons

4) Haishu Transfer Station

The protection objectives, residents, schools, etc. adjacent to the Haishu Transfer Station are shown in Table 1.7-4 and Figure 1.7-5. Table 1.7-4 Protection Objectives Adjacent to Haishu Transfer Station Name of Protection Distance from No. Orientation Characteristic Remark Objective Subproject (m) Accommodating 1 Wangchun Prison E 41 more than 2000 prisoners Guan’ai Residential More than 2200 2 E 373 Area persons More than 2000 3 Huijing Xinyuan E 690 persons More than 1100 4 Yangguang Tiandi NEE 410 persons More than 500 5 No. 3 plot in Xujiacao NEE 555 persons More than 1000 6 Xinyi Primary School NEE 750 teachers and pupils More than 2200 7 Xidi Yangguang SW 565 persons More than 2200 8 Yangguang Jiayuan W 54 persons More than 1500 9 Qingnian Caijun W 1000 persons More than 1500 Xinqiao N 850 persons

5) Jiangbei Transfer Station (incl. Sorting Center)

The protection objectives, residents, schools, etc. adjacent to the Jiangbei Transfer

Station (incl. Sorting Center) are shown in Table 1.7-5 and Figure 1.7-5.

Table 1.7-5 Protection Objectives Adjacent to Jiangbei Transfer Station Incl. Sorting Center Name of Protection Distance from No. Orientation Characteristic Remark Objective Subproject (m) 1 Yantou Shao N 12 430 人 2 Shangshao village NEN 730 512 人 3 Dongshao village E 570 670 人 Yangshi villagers 4 NWN 920 980 人 joint-inspection house 5 Xiashen village W 160 776 人 Vocational School of Land occupation of 6 W 895 Public Transit more than 8 hm2

Langqinghai

Jiangdong Transfer Center 830m 320m BOBO town Laomiao 760m Lujia Community Northern 万华MDI Jiayuan 175m Jiangdong WWTP 960m

万华 PTMG项万华 Jiangnan 万华 MDIMDI 目理厂 PTMGMDI 万华 Hetai 160m 116m 项目210m 万华Yayuan Yunan 万华 MDI PTPTMGM项目 MDI Community PTM 万华 MDI G项 G项 MDI Shangjia Shangjia PT目M 万华万华目 PT理厂MG temporary G 项 PTresidentialM MDIDongcheng MDI 万华640mMDI 万华万华理厂万华项目 area PT目M Meishu GMDI项 MDI MDI 万华 G 项 Yuga 目理厂 Ningbo Vehicles PTMG Community PTAdministrativeMG 项 MDI 目 PTMG Office项目 PTM PTM 理厂项目目 PTM理厂理厂 G项 G项 G项 Changqingteng 万华 PTMG 理厂万华目 MDI目理厂 Taoranxuan Residential Ar ea MDI 目项目常青藤小区万华 MDI 理厂

万华MDI 理厂

理厂 PTMG项理厂 PT理厂M PTMG 项目目 G项项 PTMG 目理厂理厂理厂理厂目万华 MDI Figure 1.7-3 Protection Objectives Adjacent to Jiangdong Transfer Station

理厂 PTMG项目理厂

理厂理厂

Xinqiao

Changle Sancun Ningbo 万华 Xujiacao

Red Eagle MDI No. 3 plot College Haishu Transfer Center Yangguang Tiandi PTMG Xinyi Primary School 项目 PTMG Xujiacao 410m Yangguang 项目555m Community Jiayuan Wangchun Guan’ai Residential 万华Huijing Qingnian Prison 处 1000m Area Xinyuan Caijun 373m MDI理厂

565m 187m Meiguiyuan 480m Xidi Xicheng PTMG 理厂 Chuntian Yangguang 383m Yinyi Qingyuan 万 PTMG项目理厂理厂Residential万 Area 华项目Songjiacao 华 Primary

万华 MDI万中信School MDI Tongji MDI 万华万华华 Middle 万华PTMG项目 School MDI MDI万华M DI 万 PTMDI 榭西污 PT Figure 1.7-4 Protection ObjectivesPTM Adjacent to HaishuMDI MGTransfer 中信 Station(I) 水中信三菱华 MG 理厂处理厂 PTA G项 PTM MDPT 项PT 项 PT 目 G项 I MGMG目目 PTMGM 榭西污水目项目项 G项目项处理厂中信三

目目菱 PT PTA 中信三菱 MG 中信三菱 PTA 项

理厂理厂理厂PTA 目理厂榭西污理厂理厂水处理理厂理厂厂 Wangchun Prison 榭西污水处 Yangguang Jiayuan 榭西污水理厂 PTMG 处理厂项目 52m 理厂 41m PTMG项目 PTMG项中信三目中信三菱菱PTA PTA 中信三菱太平万万太平 PTA

华华龙山太平 Figure 1.7-5 Protection Objectives AdjacentM to Haishu TransferM 龙山Station (II)

DI DI 榭南龙山榭南生活区生活区 PT PT 榭南榭西污 M 22 M 生活区榭西污水水 G G 处理厂处理厂项项厂目目区区

Lingfeng Xiazhai Huayuan Yihe Mingyuan Shangshao villige

Jiangbei Administrative Commission of Hongtang Middle Investment and Pioneering Park School 730m

Yantoushao Jiangbei Transfer Center Hongtang Sub-district Jiangbei Sorting Center Office

Jiangbei Administrative 万华 Northern Commission of Industrial Park YijiaXinyuan MDI Dongshao 895m Xiashen 570m village village Vocational School of PTM Hongtang HealthCenter Public Transit G项 Yaojiang Southern Huayuan 目 YijiaXinyuan

Hongtang Primary 万华 920m 万华 Yantoushao School MDI MDI 12m

Aolin Huayuan

Hongdu PTM Huayuan PT理厂M G项 Yangshi G项 villagers’ 万华joint Qinqin 目 inspection MDI house 目 160m 万 Jiayuan 房 Ningjing Jiayuan 华 Xiashen M PTM village DI Figure 1.7-6 Protection ObjectivesG项 Adjacent to Jiangbei Transfer Station (incl. Sorting Center) 理厂目理厂万华

MDI PT 23 M G PTM 项

项理厂 G 目目

Dongshen village Taojiang village

Fujia 1000m village Qianhou Chen

万华 Yinzhou Transfer Center 1200m MDI

830m Maoyang PTM

village G项

目 300m 万华 Fujia MDI 425m Shuqiaotou

Houbaizhang 万华 1000m Jingting village PTM MDI 万华 G项 Dingqiao 理厂 Yuanlong Yunlong village MDI 目 Health town PTM 万华 Center

G项 MDI 万华 PTM 目 Hongzhou Yaojiapu MDI Dijiang village G项 village village PTM Zhujia 目 village 项理厂 Xiayu G PTM village 目 Figure 1.7-7 Protection Objectives Adjacent to Yinzhou TransferG项 Station 理厂目

24理厂

理厂

5) Yinzhou Transfer Station

The protection objectives, residents, schools, etc. adjacent to the Yinzhou Transfer Station are shown in Table 1.7-6 and Figure 1.7-7.

Table 1.7-6 Protection Objectives Adjacent to Yinzhou Transfer Station Name of Protection Distance from No. Orientation Characteristic Remark Objective Subproject (m) 1 Dongsheng village N 1000 756 persons 2 Qianhou Chen NEE 1200 450 persons 3 Shuqiaotou SES 300 320 persons 4 Dingqiao village SWS 425 564 persons 5 Hongzhou village SWS 1000 1384 persons 6 Maoyang village W 830 7 Taojiang village NW 1300 1634 persons

6) Kitchen Waste Treatment Plant

The protection objectives, residents, schools, etc. adjacent to the Kitchen Waste Treatment Plant are shown in Table 1.7-7 and Figure 1.7-8. Table 1.7-7 Protection Objectives Adjacent to Kitchen Waste Treatment Plant Name of Protection Distance from Characteristic No. Orientation Remark Objective Subproject (m) (persons) 1 Bailiang village NE 868 1362 2 Balong NE 538 Near 100 3 Liangqiao village NE 1350 350 4 Luojiacao NE 2080 528 5 Houma ENE 1890 98 6 Xuanjia village ENE 845 Near 500 7 Baoshanqian E 1350 320 8 Yushan village ESE 2750 840 9 Hujiaqi SE 2750 230 10 Beiao village SE 1400 Near 500 11 Rongfeng village SW 1200 780 12 Baojiakan WNW 1300 230 13 Shetian village NW 780 623

Tangyan village

Luojia cao

Liangqiao village

Xuanci village Bailiang village

1350m 2080m Shetian village 2500m

Baojiakan Banong

780m 868m 1300m 1890m Houma village 538m Xuanjia万华 Xuanjia village 万华 832m village 万华 MDI MDI Baoshanqian 1350m

MDI

万华万华万华1200m PTM PTM 2750m MDI MDI 项万华 PTM MDIKitchen Waste Trea万华tment G 项 G Plant MDI G项 MDI万华目 Rongfeng village 目 Yushan village 万华目 PTM PTM140MDI0m PTM MDI G项 G项 2750m PT M 项 PT M G万华 G万华项目目G 项PT PeiaoM village 目MDI MDI PTM 目目G 项理厂理厂 G项目理厂万华 PTM 目 PTM 万华 G项 MDI G项 MDI 目理厂理厂目 Hujiaqi 理厂理厂理厂PT M

项理厂 PTM G Figure 1.7-8 Protection Objectives Adjacent to Kitchen Waste Treatment Plant理厂目 G项

目 26 理厂理厂

理厂理厂

7) Dongqianhu Transfer Station

The protection objectives, residents, schools, etc. adjacent to the Dongqianhu Transfer Station are shown in Table 1.7-8 and Figure 1.7-9.

Table 1.7-8 Protection Objectives Adjacent to Dongqianhu Transfer Station Name of Protection Distance from Characteristic No. Orientation Remark Objective Subproject (m) (persons) 1 Qianxu village SW 381 2050 2 Daijiang’an village NW 695 680 3 NW 152 20 4 Dongqianhu town area NE 816 Near 30 thousan

Daijiang’an village Dongqianhu townarea Dongqianhu 695m Transfer Station 816m

152m

381m

Qianxu

village 万华 Hutang MDI 万华 village

(having been 万 MDI resettled) PTM万华 G项MD华 PTM 目MDI I G项

目

Figure 1.7-5 Protection Objectives Adjacent PT to the Dongqianhu Transfer Station

1.7.5 Ecological Environment Protection Objectives项

理厂目

The ecological and environmental protection goal is that the construction of the project 理厂 will not affect the ecological environment of the project area.

1.8 PROFILE OF HOST FOR ENVIRONMENT ASSESSMENT

理厂 The environmental assessment report is prepared by the Ningbo Municipal Research & Design Institute of Environmental Protection (NMRDIEP), which is originated from the

Ningbo Industrial Science Research Institute established in 1958. The latter merged as a whole the former Ningbo Environmental Sciences Research Institute in 1987 and renamed the current name in 1994.

NMRDIEP is an integrated research and development unit, providing coordinated and systematic services covering environmental science research, environmental impact assessment, environmental inspection of listed companies, environmental engineering design, environmental planning, clean production audit, environmental management system consultancy, product development of environmental technology, supervision of environmental project implementation, contracting and operation management. Currently, it has more than 150 staff, all kinds of professionals and technical personnel accounting for 80% of the total number of staff, 70% and more of which have middle and senior professional titles, and the technical professionals are reasonably structured. Under NMRDIEP, there are such affiliated technical business agencies as the No.1 Research Institute of Environmental Assessment, No. 2 RIoEA, Engineering Design & Research Institute and Consulting Department. NMRDIEP has Class A EIA qualification approved by the Ministry of Environment Protection, planning EIA qualification, environmental investigation qualification for completion acceptance of construction project, qualification of operating environmental treatment facilities, as well as Zhejiang Provincial qualification for special design of environmental pollution project, Zhejiang Provincial qualification of general contracting of environmental pollution treatment project and Zhejiang Provincial qualifications for audit and consultancy of clean production.

In the recent near 20 years, NMRDIEP has completed EIA for large quantities of projects approved by the state, province and municipality and those funded by the World Bank. EIAs that NMRDIEP completed for the World Bank financed projects are listed in Table 1.8-1 below. Table 1.8-1 List of World Bank Funded Projects for Which NMRDIEP Completed Environmental Imapct Reports Time of No. Name of Project Remark Completion 1 New Countryside Development Project of Ningbo 2009.8 In charge Ningbo Project of Jiangnan WWTP and Supporting Sewers 2 2009.3 In charge under Zhejiang Urban Environment Project 3 Ningbo Water & Environment Project 2004 In charge Subproject of Phase I Cixi City-area Wastewater Treatment 4 2004 In charge Component under Ningbo Water and Environment Project Subproject of Water Diversion from Zhougongzhai 5 (Jiaokou) Reservoir and Urban Water Supply Ring-network 2004 In charge under Ningbo Water & Environment Project 6 Dongqian Lake Improvement Project of Ningbo 2003.9 In charge

Time of No. Name of Project Remark Completion South Jiangdong WWTP and Supporting Sewers of Ningbo 7 In charge under Zhejiang Urban Environment Project Zhenhai WWTP and Supporting Sewers of Ningbo under 8 In charge Zhejiang Urban Environment Project Cicheng Town Environmental Improvement Project of 9 In charge Ningbo under Zhejiang Urban Environment Project

In addition, NMRDIEP successively participated in multiple key difficult sci-tech projects at national level, and researched on treatment of major pollution sources and conducted designs for pollution treatment projects. It was awarded sci-tech progress prizes by the province and ministry and municipality for several pollution treatment and product development projects it completed. Since 1995, it has successively gloriously named Ningbo Municipal Civilization Unit by the Municipal Party ‘Committee and Government.

2 Project Overview and Analysis

2.1 PROJECT OVERVIEW

Ningbo Municipal Solid Waste Minimization and Recycling Project is proposed to be constructed and carried out at Ningbo’s six districts: Haishu, Jiangdong, Jiangbei, Zhenhai, Beilun and Yinzhou, and Ningbo National Hi-Tech Industrial Development Zone, and built-up area of the Ningbo Dongqianhu Tourist Holiday Resort, which focus on separated collection, transportation and disposal of domestic waste: including sorted dumping, collection, transfer and transportation facilities of domestic waste from residential areas, enterprises and institutions, public places and agro-product markets, and Kitchen Waste Treatment Plantand sorting plant; collection, transportation and disposal of bulky waste and electronic waste: including dumping facilities of bulky wastes and electronic wastes, and collection vehicles of bulky waste; and such supporting measures to be taken as publicity, training, education, incentives, regulations, standards and supporting research to promote sorted waste collection.

The Project intends to increase the proportion of domestic waste recycling and enhance domestic waste end disposal safety by gradually establishing and improving sorted waste collection, transportation and disposal system, so as to reduce the share of landfilled and incinerated waste, thus making domestic waste reduction at source and resource recycling take place in Ninbo.

2.1.1 Components and Main Contents of Project

This project is composed of such four components as Municipal Solid Waste Separation, Collection, Sorting and Transportation, Kitchen Waste Treatment Facility, Project Implementation Support and Capacity Building and Project Management Support. The total investment of the project is 1326.49 million yuan, including 80 million USD or 506.70 million yuan of the World Bank loan, or 506.70 million yuan. For details, see Table 2.1-1 below.

Table 0-1 Components and Main Contents of Project Amount of Total Building Investment Floor Area Demolition Component Main Contents Area Executor (unit:10,000 (m2) (m2) Situation yuan) Municipal Separation and collection facilities / / SWPMO and District Sub-PMOs Separation transportation equipment / / Dittio Construction of Jiangdong Transfer Station, with a transfer 19081 25023 Dittio capacity of 610 t/d (incl. kitchen waste 210 t/d, other waste 400 t/d) Construction of Jiangbei Transfer Station (incl. Sorting Station), Municipal Solid with a transfer capacity of 790 t /d (incl. kitchen waste 190 t/d and 16734.2 9007 Dittio Waste other waste 600 t/d), and a sorting capacity of 150 t /d; Separation, Construction of Yinzhou Transfer Station with a transfer capacity of 97931 24616 5956 Dittio Collection, 680 t/d incl. 160 t/d kitchen waste and other waste 520 t/d Sorting and Reconstruction of Weihailu Transfer Station at the original site, 8326 3806 Dittio Transportation with a transfer capacity of 460 t/d Construction of Dongqianhu Classification Transfer Station, with 3587 1488 Dittio the transfer capacity of 220 t/d Construction of Haishu Xujiacao Kitchen Waste Transfer Station, 5032.6 1404 Dittio with the transfer capacity of 130t/d Reconstruction of Luotuo Waste Transfer Station at the original 4877 1404 Dittio site, with a transfer capacity of 150t/d Functional transformation of 22 small transfer stations / / Dittio

More than 20 households Kitchen Waste within the site. Construction of Kitchen Waste Treatment Plant, with a total Treatment 22670.83 53333.6 9130 Operating entity The capacity of 800 t/d, and Phase I capacity of 400 t/d Facility project-related environmental demolition calls for

Amount of Total Building Investment Floor Area Demolition Component Main Contents Area Executor (unit:10,000 (m2) (m2) Situation yuan) further environmental impact assessment to be determined. Municipal Domestic waste classification management measures Legislative Affairs / / Office

Project Supervision and evaluation / / Ningbo SWPMO Implementation 29618 Separated collection incentives / subsidies / / Ditto Support Separated collection publicity / / Ditto Separated collection training / / Ditto Supporting research / / Ditto Smart sanitation management information system / / Ditto Capacity Executor capacity building / / Ditto Building and Project 851 / / Management Results monitoring Third Party Support

2.1.2 Comparison and Selection of Alternatives

2.1.2.1 ANALYSIS, COMPARISON AND SELECTION OF DOMESTIC WASTE SORTING METHODS IN RESIDENTIAL AREAS

There are four alternatives of 4-category sorting, 3-category sorting, 3-category plus a specific subdivision sorting and 4-category plus a specific recovery sorting, which are available at residential areas, in addition to separate dumping of bulky waste and E-waste. For their specific comparison, see Table 2.1-2 below. Table 0-2 Analysis and Comparison of Domestic Waste Sorting Methods at Residential Areas Alternative 1 Alternative 2 Alternative 3 Alternative 4 4-category plus a 3-category 3-category plus a specific recovery sorting sorting specific subdivision 4-category sorting includes includes includes kitchen waste, sorting includes Items kitchen waste, recyclables, kitchen harmful waste, kitchen waste, harmful harmful waste and other waste, recyclables, and other waste, and other waste; waster harmful glass, as well as Tetra waste, as well as old waste and Pak, and old clothes; clothes to be collected other waster; in regular activities; Glass, Tetra Pak and old clothes are closely connected with daily life, and can be It continues the current Collection of recovered by means of prevailing classification It’s now a widely-used recyclables Green Saturday or method; other method, with a smaller still relies on score cards, which may organizations are relied Features collection of recyclables, the existing be mostly dependent on on to increase the mainly including glass. recycling sanitation and recovery of special

market. recycling waste (old clothes). organizations, charities and women's federations to be carried out. Unclear definition of recyclables makes residents This method especially the elderly is mainly 1. A recovery value Recyclables separately difficult to correctly targeted at chain needs to be collected, need further understand recyclables. It wet and dry established to facilitate sorting, storage and has a broad range, but with waste material recovery. transport before Disadvantages a lower dumping accuracy; sorting, 2. It calls for utilization. It also needs additionally, the sorting basically involvement of many more dumping method calls for many more regardless of numerous agencies / points for recyclables. container berths for recyclables. organizations. dumping recyclables.

Alternative 1 Alternative 2 Alternative 3 Alternative 4 4-category plus a 3-category 3-category plus a specific recovery sorting sorting specific subdivision 4-category sorting includes includes includes kitchen waste, sorting includes Items kitchen waste, recyclables, kitchen harmful waste, kitchen waste, harmful harmful waste and other waste, recyclables, and other waste, and other waste; waster harmful glass, as well as Tetra waste, as well as old waste and Pak, and old clothes; clothes to be collected other waster; in regular activities; 1. It makes residents much easier to identify Based on the general specific recoverable A more classification, it materials. general includes utilization of 2 It also facilitates A more general classification, recyclables, and Advantages resource companies to classification with easiest recycling of specific make direct utilization operations. clothes, with good subsequently, continuity. generating better

economic benefits than Alternative 1. 1. Definition of recyclables. The category and range of recyclables is clearly defined to make residents easier to accurately understand and dump recyclables, thus increasing the sorting capacity of recyclables; sorting and storage places should be set up for recyclables, to facilitate the further utilization of resources. As living standards improve, recyclables sold directly to the recycling system will gradually go down. So it is necessary to sort out recyclables. In addition, the category of recyclables will also be gradually expanded, with Proposals the promotion and increasing capacity of separated collection.

2. Definition of hazardous waste. According to the research of Ningbo Environmental Protection Bureau, harmful waste includes fluorescent lamps, waste batteries (only including rechargeable batteries and button batteries), waste medicines and others.

As seen from the above table, Alternative 4 can effectively help achieve maximum utilization of resources, and good recycling of recyclables and specific clothes. In the report, we propose to adopt the 4-category plus specific recovery sorting method.

2.1.2.2 ANALYSIS, COMPARISON AND SELECTION OF DOMESTIC WASTE SEPARATION METHODS IN ORGANIZATIONS AND INSTITUTIONS E-waste and bulky waste in enterprises and public institutions should be separately dumped, and strict sorted dumping of food waste should be carried out in canteens in enterprises and public institutions and catering enterprises. There are three alternatives for domestic waste in enterprises and public institutions: 2-category sorting, 3-category and subdivision. For their details, see Table 2.1-3 below.

Table 0-3 Analysis and Comparison of Domestic Waste Sorting Methods in Organizations and 34

Institutions Alternative 1 Alternative 2 Alternative 3 Harmful waste, recyclables (subdivided into beverage bottles Items Recyclables, harmful Harmful waste and other and cans, waste paper, waste waste and other waste. waste stationery, packagings, etc.), and other waste. Better publicity and awareness Advantages Fine division Easy operations training Recyclables in If Recyclables in organizations and organizations and institutions, With a relatively smaller suitable institutions are mostly if not good at source of application scope, it is mostly paper, and packaging recovery, may lead to a larger targeted for publicity, and is more Disadvantages materials of a single type, waste of resources, which suitable for schools and other which are generally mainly depends on the similar organizations. included into the waste management of organizations recycling system at and institutions. source.

As seen from the above table, Alternative 1 and Alternative 3 both help achieve resources recycling by making sorted recovery of recyclables. Additionally, Alternative 3 also plays a better role in publicity and cultivating staff’s environmental awareness. Organizations are difficult to carry out Alternative 3, which should be taken into account. Alternative 1 is recommended for organizations and institutions while Alternative 3 is recommended for schools.

2.1.2.3 ANALYSIS, COMPARISON AND SELECTION OF SEPARATED DUMPING METHODS IN RESIDENTIAL AREAS

The analysis and comparison of dumping methods for kitchen waste and other waste in domestic waste from residential areas, is shown in Table 2.1-4. Table 0-4 Comparison and Analysis of Separated Dumping Methods in Residential Areas Alternative 1 Alternative 2 Alternative 3 Door-to-door collection (a A trash can is added 1-2 new concentrated separated waste barrel handed out Items based on the existing collection service stations (waste to each household, and trash can collection chambers) are built at residential used for door-to-door method. area for regular dumping. collection at fixed time) 1. It’s of good 1. It’s easy to allocate combination with the 1. Good use can be made of waste sorting responsibilities to existing dumping chambers in some residential areas. individual households, method, with easy 2. It’s easy for management. which facilitates the setup, and simple Advantages 3. Dedicated staff may be supervision and operations. dispatched for supervision during management. 2. It doesn’t change dumping hours, resulting in better 2. It has a good sorting residents’ dumping sorting effect. effect. habits, and therefore is

easy to be accepted.

Alternative 1 Alternative 2 Alternative 3 Door-to-door collection (a A trash can is added 1-2 new concentrated separated waste barrel handed out Items based on the existing collection service stations (waste to each household, and trash can collection chambers) are built at residential used for door-to-door method. area for regular dumping. collection at fixed time) 3. It’s convenient for dumping.

1. It is difficult to send 1. It changes the existing dumping 1. It substantially changes personnel to conduct a method to a certain extent, and the existing dumping comprehensive calls for regular dumping. methods. supervision, resulting 2. It needs cooperation from 2. It calls for good Disadvantages in a poor sorting effect. residents. cooperation from 2. Residents are 3. There is a certain difficulty in residents. required to have a good building waste chambers in 3. It needs a lot of sense of classification. residential areas with no waste additional collectors. chambers.

As seen from the above table, Alternative 1 does not change residents’ dumping habits, and is easy for residents to accept, which also trains residents’ waste sorting awareness of environmental protection. Therefore, Alternative 1 is mainly recommended in the report. In addition, kitchen waste can be directly smashed into sewers, which is a dumping method of kitchen waste in new residential areas. Separated collection service stations should be set up at residential areas with good conditions for the sake of easy sorting management; Original waste chambers can be rebuilt into separated collection service stations.

2.1.2.4 ANALYSIS, COMPARISON AND SELECTION OF KITCHEN WASTE SORTING METHODS IN RESIDENTIAL AREAS

In consideration of the issue that it’s difficult to effectively break and separate plastic bags in subsequent treatment of kitchen waste, the four alternatives are proposed to be used at source of dumping. For relevant details, see Table 2.1-5 below. Table 0-5 Analysis and Comparison of Kitchen Waste Dumping Methods in Residential Areas Alternative 1 Alternative 2 Alternative 3 Alternative 4 Kitchen waste is Kitchen waste is bagged at barreled at home After being bagged, home and is unbagged by Kitchen waste kitchen waste is directly and is emptied by residents themselves for after bagged, Items dumped to separated residents into corresponding collection bins is directly put trash cans, which is corresponding at dumping points; waste bags to separated opened by cleaning collection bins set are then dumped into other trash cans. staff. up at their collection bins nearby. residential areas.

Alternative 1 Alternative 2 Alternative 3 Alternative 4 Kitchen waste is Kitchen waste is bagged at barreled at home After being bagged, home and is unbagged by Kitchen waste kitchen waste is directly and is emptied by residents themselves for after bagged, Items dumped to separated residents into corresponding collection bins is directly put trash cans, which is corresponding at dumping points; waste bags to separated opened by cleaning collection bins set are then dumped into other trash cans. staff. up at their collection bins nearby. residential areas. 1．There is no need 1．There is no need for a lot of It is simple 1. It is simple and for a lot of additional cleaning staff. and practicable, with less additional cleaning 2. It will be of better effect, in practicable, Advantages impact on residents. staff. case of combination with with less 2. Kitchen waste has a 2. Kitchen waste has regular dumping at waste impact on good unbaging effect. the best unbagging chambers. residents. effect. 1. It’s an 1. There is a need for a 1. It is substantially important lot of additional different from the 1. It can bring more trouble to factor to cleaning staff. existing dumping residents in dumping. influence According to the methods, with much 2. If no one is dispatched for Kitchen Waste experience, the number more difficult guidance and supervision, Treatment of waste collectors and operations. there will be a poor Planteffect Disadvantages cleaners is required to 2. It can bring more unbagging effect of kitchen 2. It’s also an grow four times based trouble to residents waste. important on the existing number. in dumping. 3. It has a certain influence on factor 2. It has a certain 3. It has a certain environment of collection affecting influence on influence on points. disposal environment of environment of facility collection points. collection points. environment.

As seen from the above table, Alternative 4 can help ensure better disposal effect of kitchen waste. However, the separated collection editorial report findings in Ninbo, indicate that there is a very low cooperation level of residents for this alternative. In the case of Alternative 1, 2 and 3, kitchen waste temporarily stored at collection bins can produce a certain odor, affecting the surrounding environment and residential life. A bag-breaking process must be installed at front of waste disposal facility, which is a requirement for adoption of Alternative 4. However, the current technology can not reach an effective separation of plastic bags, which will influence Kitchen Waste Treatment Planteffect. According to the Project Feasibility Study Report, Alternative 4 is recommended as a result of comprehensive factors taken into consideration.

2.1.2.5 COMPARISON AND SELECTION OF HARMFUL WASTE DUMPING METHODS IN RESIDENTIAL AREAS

According to the research of Ningbo Environmental Protection Bureau, harmful waste

includes fluorescent tubes, batteries (only including rechargeable batteries and button batteries), expired medicines and others. Three alternatives are proposed for harmful waste dumping at source. For details, see Table 2.1-6 below. Table 0-6 Comparison and Selection of Harmful Waste Dumping Methods in Residential Areas Alternative 1 Alternative 2 Alternative 3 With reference to the Shenzhen mode, harmful waste collection Harmful waste is mixed with Items boxes are subdivided into Harmful waste is small waste electronic products mixed together and fluorescent tubes, waste battery, (e.g. chargers) and is dumped then is dumped. expired drug and other harmful together. waste. 1. This dumping method is better for such harmful fragile waste as It’s conducive to promote fluorescent tubes, and It’s easy for residents separated collection of small Advantages thermometers. to operate. waste electronic products. 2. Residents have a high identification level. 1. Such wastes as 1. Dumping needs a targeted check. fluorescent tubes are 1. Such wastes fluorescent tubes Disadvantages 2. A smaller number of dumping fragile. are fragile. points are set up. 2. It requires further 2. It requires further sorting. sorting.

As seen from the above table, Alternative 2 and 3 have no further subdivision of harmful waste; Fluorescent tubes, thermometers and others are easy to break, and harmful waste also requires subsequent sorting. In the report, the scope of harmful waste is defined, mainly including three categories. Separated safe disposal should be conducted for harmful waste to avoid environmental pollution. For this purpose, Alternative 1 is recommended in the report.

2.1.2.6 COMPARISON, ANALYSIS AND SELECTION OF TRANSFER METHODS

The transfer methods are mainly divided into three types, as shown in Table 2.1-7 below. Table 0-7 Analysis and Comparison of Transfer Methods Alternative 3: Alternative 1: decentralized Alternative 2: centralized decentralized transfer + Items transfer classification transfer centralized classification transfer Newly-built or rebuilt transfer Newly-built transfer Newly-built or rebuilt Contents stations stations transfer stations Land coverage of transfer stations 175 115 119 (mu) Amount of Investment 21680 54624 51608 (10,000 yuan) Operating costs (10,000 yuan / 28003 25864 26246 year) Traffic flow of 1364 686 788 transfer vehicles

Alternative 3: Alternative 1: decentralized Alternative 2: centralized decentralized transfer + Items transfer classification transfer centralized classification transfer (traveling times / year) It can enhance the overall level of collection and transportation, achieve mechanized collection, and containerized transfer, It calls for a relatively improve transfer modest one-time efficiency, reduce investment, and is collection and conducive to the transportation costs, and implementation of the lower the environmental project; it can lower The one-time investment in impact, which is a domestic waste collection facilities is not larger; and site development trend; it is and transportation costs selection is relatively easier for Main advantages easy to achieve compared to the existing small newly-built transfer classification and transfer waste removal mode; stations. of waste of different types, There are only three large

and logistics deployment transfer stations in function; significantly Jiangbei, Jiangdong and reduce the traffic flow, Beilun, for which site relieve the pressure on selection is relatively urban traffic, exert less easier. impact on urban appearance and environmental; and reduce the needed land through intensification. It has a lower level of collection and transportation, and is not conducive to enhance the image of the city; There is a tight land demand for the existing small transfer stations, which have a lower technical level of facilities, Large one-time investment and the transfer stations are often is needed for the facilities, in overload operation, having a for which the site selection It has the disadvantages of Main greater impact on the disadvantages is also relatively more the two other alternatives. surrounding environment; difficult. collection vehicles have a larger

impact on the urban appearance and environment; small-tonnage transfer trucks have higher transportation costs; There are a large number of collection and transportation facilities and staff, which does not benefits logistics

Alternative 3: Alternative 1: decentralized Alternative 2: centralized decentralized transfer + Items transfer classification transfer centralized classification transfer scheduling management; direct transport needs to be conducted for restaurant-kitchen waste, which leads to relatively higher collection and transportation costs for restaurant-kitchen waste, due to a far transport distance. Stations to be transformed Stations to be transformed, have have transformation Prerequisite for transformation conditions; Planning and land use conditions; planning and implementation planning and land use program program is already carried land use program of new of new stations is already carried out. stations is already carried out. out.

As seen from the above table, Alternative 1 has a larger transfer transport traffic flow, and transportation process may have a negative noise and odor impact on urban environment. For Alternative 2, site selection is relatively difficult. If near residential areas, it will have some environmental impact. Alternative 3 combines the former two alternatives, which may minimize impact on environment. Therefore, Alternative 3 is recommended in this report.

2.1.2.7 ANALYSIS, COMPARISON AND SELECTION OF COMPRESSION AND PACKING TECHNIQUES FOR DOMESTIC WASTE

The compression and packing techniques for domestic waste can be divided into two major categories: horizontal compression and packing and vertical compression and packing. The comprehensive comparison of these two techniques is shown in Table 2.1-8. Table 0-8 Comparison of Vertical and Horizontal Packing Techniques Type of technique Horizontal compression Vertical compression Comparison Comparative technique technique indicators I Technology Technology Both are mature and 1 maturity and Mature and reliable Mature and reliable reliable reliability Waste is directly unloaded into After discharged into feed bin, a container, until up to a domestic waste is fed through certain material level, and then There are relatively horizontal pusher, and then is vertically compressed by a fewer links in the 2 Technique link vertical compression comes to compressor, where it vertical compactor above the container. and packing is compressed and packed technique through vertical mechanism.

Type of technique Horizontal compression Vertical compression Comparison Comparative technique technique indicators A positioning device is set between the container and the The vertical compactor. Compacting compression and The container feed door and strength is supported by packing technique Connecting compressor is reliably carrying platform at bottom of has a simple requirements of connected through a the container; the discharge requirement for 3 container and positioning guide; the junction door structure on the bottom container and compressor of compressor and container calls for better sealing. To compressor doors, requires good sealing. prevent waste from scattering connection, with the in unloading process of junction free from collection vehicles, a special sewage drips. discharge chute should be installed. If feed door and discharge door are set separately, their fine The actual sealing problem should be well Sealability of application indicates dealt with; If feed door and that the vertical 4 container body Better sealability discharge door are merged, compression and

there is only one sealing packing technique is problem for good treatment. better.

Waste leachate generated from Waste leachate can be compression and packing generated from compression process, can be either These two Discharging of and packing process, and help discharged out or stored techniques can both leachate from reduce waste moisture content; within the container. A 5 compression help discharge the sewage collection and leachate collection device can and packing leachate. discharge problem needs to be be additionally installed, to process properly solved. help the container leachate to be effectively discharged.

II Economy There is no big difference in this Land regard, but vertical 1 Larger land coverage Lower land coverage requirements compression technique has a slight advantage No big difference in civil No big difference in civil engineering investment; engineering investment; It depends on the Higher investment in Lower investment in project size, internal compressors; compressors; station investments Project 2 Higher investment in transport and transport system investment Lower investment in transport equipment; equipment; investment Higher investment in auxiliary Lower investment in auxiliary proportion. environmental protection environmental protection equipment. equipment

Type of technique Horizontal compression Vertical compression Comparison Comparative technique technique indicators

Self-gravity of waste in The vertical unloading process plays a role compression Energy Relatively higher energy 3 of certain compression, with technique has a consumption consumption no feed link, which contributes relatively lower to lower energy consumption. energy consumption III Environmental Protection Measures The vertical At the interfaces of discharge Waste at the interface of the compression and chute, unloading platform and compressor with the container packing technique the container, waste is easy to 1 Scattering waste is easily scattered, which needs has an advantage in be scattered, which needs some measures for solution. preventing waste measures for solution. from being

scattered. The vertical Waste leachate can be either compression and stored in a container, or Sewage Leachate is unavoidably packing technique 2 discharged in a centralized emission discharged at stations. has an advantage in way at stations through the control leachate measures taken. emission. The major odor diffusion The major odor diffusion sources are refuse chutes, and sources are berths of Some measures the junctions of the compressor containers. Several berths are should be Odor diffusion and container, for which some set up for containers, for respectively taken to 3 and control measures should be taken to which some measures should control odor collect and handle the odor in be taken to collect and handle diffusion. the region. the odor from such berths.

IV Adaptability Both are able to To ease the impact of the peak, Refuse chutes are set within better meet the stations, which can effectively some container berths should Adaptability at operational 1 ease the impact of the peak and be set up, which increases land peak hours requirements during enhance its capacity to deal coverage. the peak hours. . with peak dumping.

The vertical Separated compression and 2 collection Relatively poorer Relatively better packing technique is adaptability better.

Adaptability in In case of power failure, it can The vertical In case of power failure, it can 3 case of power not work, making two power compression and still transfer waste. failure sources necessarily available at packing technique is

Type of technique Horizontal compression Vertical compression Comparison Comparative technique technique indicators transfer stations. better.

Adaptability in The vertical case of compression and In case of compressor failure, it In case of compressor failure, 4 equipment packing technique is can not transfer waste. it can still transfer waste. failure better.

The vertical compression and packing technique and separated collection have good adaptability, which can better achieve separated waste transfer, with such advantages as simple transfer link, and small waste exposure area. At transfer stations of this type, waste leachate may not be discharged, thus exerting smaller impact on surrounding environment. So the vertical compression and packing technique is recommended in this report.

2.1.2.8 COMPARISON OF TREATED OBJECTS AT SORTING CENTER

At the sorting center, separated waste may include a separated collection of recyclables, and other waste, specifically compared in Table 2.1-9. Table 0-9 Comparison of Treated Objects at Sorting Centers Items Sorting of recyclables Sorting of other waste Recyclables collected separately, mainly Other waste collected separately, has Treat include basically uncontaminated plastics, more complex constituents, and badly paper, metal, glass, and other waste. contaminated materials. Treatment capacity In 2017：109t/d In 2017：3109t/d (t/d) In 2020：318t/d In 2020：3063t/d Bag-breaking, manual pre-sorting, magnetic Bag-breaking, manual pre-sorting, Technique scheme sorting, screening, eddy current sorting, glass magnetic sorting, manual sorting, sorting, winnowing, fine sorting etc. screening, winnowing, etc. Light plastics and metal are separated Plastic (PP and PE), paper, metal and glass, for sale; Sorting targets are first separated out and then are separately The remaining waste is shipped to packed for sale. disposal facility for further treatment. Sorted plastics and other materials badly contaminated, have a lower Separated materials have a higher purity, with purity, with lower utilization value. Utilization value of higher utilization value. The remaining waste has a high separated materials impurity content, and low calorific value, which may affect the normal operation of disposal facility. Due to small disposal capacity, transfer

stations are proposed to be merged and rebuilt; Due to large disposal capacity, there is Land coverage only one sorting workshop is set up, with land large land coverage of about 20 mu. coverage of about 3.5 mu.

Environmental Sorted materials are recyclables, with small Sorted materials are numerous in

Items Sorting of recyclables Sorting of other waste protection disposal capacity, thus contributing to less category, with large disposal capacity, secondary pollution, and easy control. thus contributing to difficult secondary pollution control. Investments Lower Higher Costs Lower Higher

According to the comparative analysis in the above table, recyclable materials have a low contamination level and a small amount of disposal capacity, which after sorted, have a high utilization value. Therefore, there is a better feasibility on building sorting centers.

For other waste (excluding recyclables, kitchen waste and harmful waste), a longer cycle of carrying out separated collection, and more complex constituents in other waste, leads to a poor sorting effect, due to residents' awareness of environmental protection, economic development level, operation and management modes, and other factors at an initial stage. Other waste is quite similar to mixed waste in terms of waste constituents. According to the operating experience of the current domestic mixed waste sorting line, the sorting line is difficult to separate all other waste properly, and the separated recyclables have a poor purity; In addition, after plastics, paper and other substances with high calorific value are sorted out, the remaining waste with low calorific value, can not be directly treated at the existing municipal solid waste incineration plant, which need more auxiliary fuels, making secondary pollution more difficult to control. In view of this, there is a lower feasibility on recent construction of sorting centers.

Accordingly, treatment objects at sorting centers are identified as recyclables, including plastics, paper, metal and glass.

2.1.2.9 COMPARISON OF SITE SELECTION ALTERNATIVES OF A SORTING CENTER

There are mainly three site selection alternatives of a sorting center, as detailed in Table 2.1-10 below. Table 0-10 Comparison of Site Selection Alternatives of Sorting Center Alternative 1 Alternative 2 Alternative 3 It is to be jointly built with a The small existing transfer It is to jointly built Items forthcoming newly-built large station and other sanitation land with end disposal transfer station is to be used and transformed; facilities Long distance, with Transport Short distance, with convenient Short distance, with convenient inconvenient distance materials classification materials classification materials classification Technical Feasible Feasible More Feasible feasibility Only recyclables are sorted, which basically generates no waste water, It has a less Environmental and less odor pollution; Noise The same with Alternative 1 environmental impact control measures need to be impact, compared to strengthened to minimize noise Alternative 1 and 2 impact, due to its site close to

Alternative 1 Alternative 2 Alternative 3 It is to be jointly built with a The small existing transfer It is to jointly built Items forthcoming newly-built large station and other sanitation land with end disposal transfer station is to be used and transformed; facilities residential areas Project Lower Larger Lower investment Operating Higher transport Lower transport costs Lower transport costs costs costs

According to the comparison in the above table, as a result of comprehensive factors taken into consideration, Alternative 1 is recommended.

2.1.2.10 COMPARISON AND SELECTION OF TWO SITES FOR KITCHEN WASTE TREATMENT PLANT

The proposed disposal plant is located close to Yinzhou Yemaoao Refuse Landfill.

There are two major alternative sites:

1) Site I

It is located northwest to the landfill, facing northeast and south to steep slopes of the mountain with 5.5 ~~ 40m elevation; the west of the site is the open plains where there are such villages as Zhoumen and Hengshanao. The land type of the site is filed-based, involving some farmland. Due to close to the Landfill, the site has better basic plant-building conditions (external road, water and power connection, and sewage efflux). However, the east and south of the site is hillside, resulting in a larger works volume of site leveling.

2) Site II

It’s located approximately 530m southeast of the current landfill site, and is an independent plot of flat land, surrounded by mountains on four sides. At its north side, it has direct access to the landfill and the plains by means of a 100 ~ 200m-wide valley. The overall topography of the plot bottom is relatively flat, dominated by a gentle slope zone with average slope about 3～10%. It’s now mainly residential land, woodland and farmland of Feiao Village. The site has the elevation of about 10m, of which from the south to the west the mountain stretches, with the elevation ranging from 140～180m; The mountain at the east side of the site, has the elevation ranging from 40 ～115m.

The site is mainly residential land with relatively flat topography. However, because there is a certain distance away from the landfill, and it’s located within the planned Jingmai industrial park, its plant-building conditions (water and power connection, and sewage efflux) are required to be accessed by a new road. Table 0-11 Comparison of Two Alternative Sites of Kitchen Waste Treatment PlantPlant Comparative Site I Site II Items

Comparative Site I Site II Items Location and Northwest of the landfill, with available About 530m southeast of the landfill, with land coverage land of about 120 mu; available land of 100-120 mu; Located within the planned Jingmai industrial park, it needs external access, combined with Supporting facilities (such as biogas Supporting the new roads; the access port of the new power generation system) in the landfill facilities can be used; road, and water and power supply will be nearly 3km longer than Site 1.

The two sites are both within the general disaster prevention region, with low Geological possibility of geological disasters, and are both beyond the scope of the mineral stability resources distribution or development and protection zones. Off-site A special waste transport road is planned to The current waste transport route of the transport be built, directly connecting the east side of landfill can be used. conditions the Yonglin Road with the Park. The east and south side of the land plot With relatively flat terrain, the site is now has a bigger terrain slope, with the mostly residential land and forestry land, average slope of about 10~ 25%, and the Site construction with the site elevation of 10 ~ 30m, thus difficulty ground elevation of 5.5 ~ 40m; the site generating the smaller volume of the overall is mainly the field, with a relatively works larger volume of the overall works; Amount of demolition Smaller amount of demolition works Larger amount of demolition works works There are some residents living and other There are basically no residents living sensitivity points within 500 meters; and other sensitivity points within 500 it will have a relatively larger impact on Environmental meters; it will have a relatively smaller impact environment on the premise that the same impact on environment on the premise measures are taken; that the same measures are taken;

The comparison and selection of the above table indicates that, from an engineering point of view, the two sites have their own advantages; but from the point of view of environmental protection, Site I is located near the landfill, with perfect supporting facilities, and close sewage inlet pipes; the most important is that there are basically no residents living within 500 meters, and it will have a relatively smaller impact on environment on the premise that the same measures are taken; therefore, Site I is recommended in the report.

2.1.2.11 COMPARISON AND SELECTION OF WASTE DISPOSAL METHODS WITH AND WITHOUT SMALL BIOCHEMICAL PROCESSOR

The main advantage of using small biochemical processors is that small biochemical processors are often set at kitchen waste production source, which can make an on-site disposal of kitchen waste, thus greatly reducing waster and transportation costs. However, its disadvantage is also very obvious, because such small biochemical processors are often set at populated areas, from which the stench generated has an obvious impact on surrounding environment, thus dissatisfying residents. Our survey on disposal works similar to that in

Xiamen, indicates that 10 small biochemical processors located close to residential areas in Xiamen, are in an idle state because of the opposition of residents nearby. Therefore, cancellation of small biochemical processors is recommended for the project in the environmental impact assessment (EIA).

2.2 ENGINEERING ANALYSIS

2.2.1 Environmental impact factor identification

2.2.1.1 ENVIRONMENTAL IMPACT FACTOR IDENTIFICATION DURING THE CONSTRUCTION PERIOD

The works to be carried out during the construction period, mainly includes demolition of buildings within the site land coverage of the project, ground excavation, site preparation, road construction, civil construction, equipment installation, building material transportation and other activities; the main environmental problem during the construction period is the impact of waste gas, waste water, solid waste and noise generated from construction on surrounding environment, including:

1) Environmental impact problems caused from improper disposal of muddy water and sewage arising from civil construction;

2) Dusts generated from transportation and disposal of building materials;

3) High-intensity noises and vibrations generated by machinery operations during construction period;

4) Impact of construction waste and domestic waste at construction site, on environment;

5) Impact of project land and soil erosion on ecological environment.

2.2.1.2 ENVIRONMENTAL IMPACT FACTOR IDENTIFICATION DURING OPERATION PERIOD

2.2.1.2.1 Water Environment

The main factors affecting water environment during operation period, are from waste leachate, ground and vehicle washing wastewater and sewage, and the main pollutants are

COD, BOD, NH3-N, SS and so on.

1) Waste leachate

Waste leachate are mostly generated in the waste compression and fermentation process, and are composed of interstitial water from waste leached out from the compression and fermentation process, water generated by rotten organic substances, and water absorbed in partial decomposition; the amount of waste leachate is mainly affected by waste composition, moisture content, and storage time, of which the proportion of kitchen waste and peel waste is the main factor affecting leachate.

2) Washing wastewater

Washing wastewater mainly includes wastewater from washing waste transporting vehicles, and wastewater from washing operating grounds of transfer stations and sorting centers.

3) Domestic sewage

Domestic sewage is mainly wastewater from toiletry, food and beverage, and daily washing of workers.

2.2.1.2.2 Ambient Air

Air environment impact factors come mainly from odors and dusts generated by domestic waste transfer and sorting process, and exhaust emissions of waste vehicles.

1) Odor

Domestic waste is an important source of odor. In the staking and disposal process, organic substances in waste, acted by aerobic and anaerobic bacteria, will experience fermentation, decay and decomposition, and gradually produce a variety of malodorous gases and pollutants. And intensity of such odors can rise with the increasing staying time of waste. The main pollutants are NH3, H2S and so on.

2) Dust

A small amount of dust can be produced in feeding, compression and sorting process of waste; and the main pollutant is TSP.

3) Exhaust of waste trucks

Automobile exhaust is harmful gases generated by automobile engines in the burning and powering process, and the main pollutants are CO, HC and NOx.

2.2.1.2.3 Sound Environment

The main factors affecting sound environment are noises generated by compacters and other mechanical equipment, various noise of fans and working noise of waste trucks.

2.2.1.2.4 Social Environment

The main factors affecting social environment are impact of land acquisition and demolition, and resident resettlement on the life of residents within the demolition and resettlement range, and on land and other resources, and the impact of project odors on the health of surrounding population.

2.2.2 Analysis of Pollution Sources

The fact is taken into account that international bidding for Kitchen Waste Treatment

Plantplant is carried out in the DBO way, which make the current Feasibility Study Report difficult to make an in-depth design, and the determined production process is likely to change after the bid. Therefore, as a result of consultation with Ningbo Municipal Environmental Protection Bureau, only the planning EIA at the current phase is required to be completed for Kitchen Waste Treatment Plantplant, and the project EIA for the plant will be further refined after the end of the bid and re-design, which also calls for further EIA approval. So, the current environmental impact assessment (EIA) contains no in-depth analysis of the Kitchen Waste Treatment Plantplant.

2.2.2.1 ANALYSIS OF POLLUTION SOURCES DURING CONSTRUCTION PERIOD

2.2.2.1.1 Waste Gas

During the construction period air environment pollution comes mainly from dust and waste gases generated at various construction phases, and the main pollutant is dust.

There are some links generating dust at various stages of construction, meaning that there are many dust emission sources, particularly at underground construction stage. Most of dust emission sources have a longer dust emission time. For example, dust is raised at building materials yards and road dust is generated by traveling vehicles, which can exist at every construction stage.

During the project construction period, waste gas emissions by construction machinery are mainly at piling and excavation stages, and there are exhaust emissions by large transport trucks at remaining stages. The latter has a larger mobility.

For main pollution sources and pollutant emissions at various stages of the project construction, see Table 2.2-1 below.

Table 0-1 Main Air Pollution Sources and Pollutant Emissions at Various Construction Stages Construction Stages Major pollution sources Main pollutants Removal of old Construction dust buildings and land Waste: from bulldozers, forklifts and trucks leveling Oxynitrides Bare ground, earthwork yard, earthwork disposal, road Carbon monoxide Excavation and pilling dust, building materials yard; excavators, forklifts, Hydrocarbons trucks, etc. Building materials yard, building materials disposal, Structure-building and road dust by traveling vehicles

2.2.2.1.2 Wastewater

Wastewater generated during the construction period is mainly construction muddy water, vehicle washing wastewater and domestic sewage of construction staff.

The construction muddy water and vehicle washing wastewater has the main pollutants of SS, of which the volume is related with construction methods, weather conditions, and the 49 number of specific construction equipment, having some uncertainty. Therefore, no quantitative estimate is made of wastewater volume here.

The domestic sewage volume is calculated based on 400 construction workers at the construction peak, and daily sewage of 100L / d per person. The total sewage volume is 50m3 / d; the quality of wastewater is COD300～500mg/l, BOD100～200mg/l, and ammonia nitrogen 35mg/l.

2.2.2.1.3 Noise

According to the progress of the works, different types of equipment need to be used at the construction site. According to the relevant information, operating noise levels of construction machinery are listed in Table 2.2-2. Table 0-2 Construction Equipment Noise Level Sound power Construction Stages Equipment Name Remarks level(dB(A) ) Dumper 106 Periodic At the first stage Loader 106 Periodic (demolition, earthwork Bulldozer 116 Continuous excavation) Excavator 108 Continuous Pile Driver 136 Periodic Rail Pile Driver 118 Periodic Well Rig 102 Periodic At the second stage Hydraulic crane 102 Periodic Crane 103 Periodic (Piling) Engineering drilling 96 Periodic rig Grader 106 Periodic Portable air 109 Periodic compressor At the third stage Automobile crane 103 Periodic Tower crane 109 Periodic (Civil engineering) Vibrator 101 Continuous Chainsaw 111 Continuous Grinder 104 Continuous At the fourth stage Cutting machine 96 Continuous (Equipment installation) Electric winch 90 Continuous Crane 90 Periodic

The biggest noise comes from bulldozer at the first stage of construction. And piling driver, air compressor, and concrete mixer at the second stage and chainsaw at the third stage, have a noise level of above 100dB. Heavy-duty trucks transporting building materials and earth dregs will increase traffic noise around roads, for this type of trucks entering works site, have the sound level of more than 90dB, especially at night, will produce a serious impact on surrounding environment in the absence of strict control and management measures.

The main noise sources at the equipment installation stage are wheel saw, cutting machine, etc.. Most of construction machines at this stage have a lower sound power, but a few of them have a higher sound power but have a short use time. Additionally, some machines of this type are used indoors, exerting a relatively smaller impact on surrounding environment of

50 construction site.

2.2.2.1.4 Solid Waste

Solid water generated during the construction period, are mainly construction waste from works and domestic waste of construction workers.

1) Construction Waste

Construction waste is mostly soil, waste soil, waste rebar, broken bricks and broken concrete blocks and boulders, which account for 80% of the total construction waste. The construction waste of the project mainly includes three parts: the construction waste generated by house demolition, construction waste generated by new buildings and waste earthworks by Jiangdong, and Jiangbei classification transfer stations.

The houses to be demolished in the project are mainly brick and concrete structures, while newly-built Transfer Stations and other buildings are reinforced concrete structures. Based on the construction waste generation standard in some of the domestic cities, the generated construction waste is 0.9t/m2 for house (brick-concrete) demolition and 0.03t/m2 for new houses or buildings (steel-concrete). According to the immigration plan of this project, the housing demolition area within the implementation scope of the project is about 27,290m2, with the main house structure of brick and concrete, the demolition works will generate construction waste of about 24,500t; these new classification transfer stations and others in the project, have the total construction area of about 46,540m2. Accordingly, the new buildings will have the construction waste of about 1370t; Jiangdong and Jiangbei classification transfer stations are semi-basement structures, which will have a larger construction excavation volume. The waste earthwork is estimated to be about 150,000m3 according to the preliminary feasibility study.

2) Domestic Waste

Based on 500 workers at the construction peak, and 0.5kg/person per day, the construction waste during the construction period, is estimated to be about 250kg/d.

2.2.2.2 ANALYSIS OF POLLUTION SOURCES DURING OPERATION PERIOD

2.2.2.2.1 Waste Gas

The waste gas generated during operation period, is mainly odor from waste transfer and sorting process, and exhaust emissions from waste transporting vehicles.

2.2.2.2.1 Odor

1) Waste collection and sorting system Organic substances in waste, generally exist in the form of protein, fat and polysaccharides (starch, cellulose), being acted by aerobic and anaerobic bacteria, will gradually produce a variety of malodorous gas pollutants in the fermentation, decay, and decomposition process. 51

This reaction is extremely complex, but can be expressed by the following formula in a simplified manner: Aerobe Aerobe Organics＋nutrition bacteria＋O2 [C,H,O,N,S,Cl] CO2＋H2＋NO3 Anaerobe ＋SO2＋new bacteria + energy CH4＋CO2+NH3+N2+H2S+ new bacteria + energy

At initial storage stage, waste goes through aerobic biochemical reaction under the acting of aerobic bacteria, making macromolecular organics decomposed, which also turns nitrogen 3- 2- and sulfur in the organics into nitrate (NO ), and sulfate (SO4 ) , and also releases CO2, because waste is compacted to decrease porosity in the placement process, thus getting 3- 2 oxygen content decreased; NO and SO4 generated at the first stage, under the acting of anaerobes, will experience the second stage of the anaerobic biochemical reaction, which ultimately generates malodorous gases such as NH3 and H2S. When distributed to surrounding environment, the unpleasing smell will be felt by surrounding people.

The waste collection, delivery and sorting systems of the project, mainly include various transfer stations, classification Transfer Stations and sorting centers.

There are no relevant empirical formula and theory calculations for odor source intensity in the collection and sorting process. Therefore, the research achievements made at home and abroad on the malodorous gases produced in the domestic waste landfill process, are used in this assessment to make analog estimate of odor source intensity from the sorting, collection and transportation process of the project.

The United Nations Intergovernmental Panel on Climate Change, recommended IPCC model, which is commonly recognized in the international community, and is also more mature in the domestic landfill gas calculations also more mature. According to the IPCC model, the methane amount in landfill gases is calculated as follows.

E＝MSW×DOC×r×16/12×0.5

Where：E—-landfill gas methane amount (tons);

MSW—Municipal solid waste landfilled (tons)

DOC—Biodegradable organic carbon content in waste (%) ; IPCC recommends the value of 15% for developing countries

r— Biodegradable organic carbon degradation percentage in waste; IPCC recommends the value of 77％；

16/12—Methane and carbon conversion coefficient;

The amount of methane generated from each 1 ton of waste, is calculated to be 0.077 tons, 3 3 and the methane gas volume VCH4= 0.077×10 ×22.4/16=107.8m . Typical landfill gas constituents are shown in Table 2.2-3. 52

Table 0-3 Typical Waste Landfill Gas Constituents No. Name of pollutants Volume fraction (dry basis, %) 1 Methane 45～60 2 Carbon dioxide 40～60 3 Ammonia 5～15 4 Oxygen 0.1～1.0 5 Hydrogen sulfide 0～1.0 6 Nitrogen 2～5 7 Hydrogen 0～0.2 8 Carbon monoxide 0～0.2 9 Trace gas 0.01～0.6

According to Table 2.2-3, each ton of waste will produce gas volume of 215.6m3 based on methane accounting for 50% of the landfill gases.

In the article Determination of Waste Gas Volume and Main Pollutant Factors at Municipal Solid Waste Sanitary Landfill, Hangzhou landfill gas constituents are measured, of which the results are shown in Table 2.2-4 below. Table 0-4 Measured Results of Waste Landfill Gas Constituents No. Name of pollutants Volume fraction (%) 1 Methane 62.94～67.98 2 Carbon dioxide 13.88～20.81 3 Ammonia 11.58～13.24 4 Hydrogen sulfide 0.34～0.41 5 Nitrogen 3.79～4.01 It can be seen that measured results of Hangzhou landfill gas constituents are more consistent with those of typical landfill gas constituents in Table 2.2-3.

In the IPCC model, the recommended waste degradation half-life period (gas production cycle) is approximately 5 ~ 10a. however, our domestic waste features are quite different those in the developed countries in Europe and America, The biggest difference is that our domestic waste has a higher proportion of readily biodegradable organics (kitchen waste) but a lower proportion of moderate degradable organics (paper, cardboard), which determines that our domestic waste has such features as short gas production cycle, rapid degradation, and rapid fall in gas production after reaching the peak. The Department of Environmental Science and Engineering of Tsinghua University, conducts a validation experiment of predicted results by IPCC models based on the characteristics of our urban domestic waste. In the validation experiments, Shenzhen Yulong Waste Landfill is selected, where gas-pumping experiments are carried out of four extraction wells. Finally, pumping experiment measured results are compared with the IPCC predicted results: when waste degradation half-life period is 2.5a, the simulated calculation results are consistent with the actually measured values, therefore the waste degradation half-life period is set to be 2.5 a.

According to the above analysis, one ton of waste pollutant production rate is:

3 Q=215.6 ×10 /(2.5×365×24) ×Vi/22.4×Mi

In the formula；

Qi—one ton of waste No. i gas production rate, g/h；

Vi—No. i gas volume percentage, %;(According to Table 2.2-1 and Table 2.2-2，VH2S is

1%, while VNH3 is10%) ；

Mi—No. i gas molar mass, g/mol;

H2S and NH3 C production rate in one ton of waste is calculated to be 0.150g/h and 0.748g/h.

The actual operating hours of waste are set to be 4 hours in all collection and transportation systems and 8 hours at sorting centers. Based on this, calculated results of their odor pollution sources are shown in Table 2.2-5. Table 0-5 Odor Pollution Source Intensity in Sorting, Collection and Transportation Process Names of Sorting, Collection and Transfer(disposal) Waste Production Rate (kg/h) Transportation Systems Capacity(t/d) H2S NH3 Jiangdong Transfer Station 610 0.092 0.456 Jiangbei Transfer Station 790 0.118 0.591 Yinzhou Transfer Station 680 0.102 0.508 Weihai Transfer Station 460 0.069 0.344 Dongqianhu Transfer Station 220 0.033 0.165 Haishu Transfer Station 130 0.020 0.097 Luotuo Transfer Station 150 0.022 0.112 Subtotal / 0.456(0.66t/a) 2.273(3.32t/a) Jiangbei Sorting Center 150 0.022(0.06t/a) 0.112(0.33t/a) Total / 0.72t/a 3.65t/a

Note: The feedstock designed for the sorting center, are recyclables, mainly including plastic, paper, metal and glass, with a very low organics proportion in waste. In the EIA, the odor source intensity for the sorting center is estimated based on that for domestic waste of a general kind, of which the results should be higher than the actual source intensity.

With the aim of mitigating the impact of odor from collection, transportation and sorting process, on surrounding environment, the project is intended to adopt the plant extract spray deodorant + end odor centralization disposal solution. That is to say that plant extract spray deodorant devices are set up at waste disposal areas in various collection, transportation and sorting systems, with the deodorizing efficiency set to be 50%. At the same time, close-end design is applied for various disposal areas in collection, transportation and sorting systems; and a ventilation system is also set, to form a partial pressure indoors; odor extracted is in a centralized way sent to end chemical washing deodorant system. Feasibility Study Report, indicates that end deodorization system has the deodorant efficiency ≥ 95%. The conservative value of 90% is adopted in the EIA. The odor collection efficiency is set to be 95%, the disposed odor pollutant emissions are shown in Table 2.2-6.

Table 0-6 Odor Emissions in Sorting, Collection and Transportation Systems

Names of sorting, collection and H2S(kg/h) NH3 (kg/h) transportation systems Organized Unorganized Organized Unorganized Jiangdong Transfer Station 0.0044 0.0023 0.0217 0.0114 Jiangbei Transfer Station 0.0056 0.0030 0.0281 0.0148 Yinzhou Transfer Station 0.0048 0.0026 0.0241 0.0127 Weihai Transfer Station 0.0033 0.0017 0.0163 0.0086 Dongqianhu Transfer Station 0.0016 0.0008 0.0078 0.0041 Haishu Transfer Station 0.0010 0.0005 0.0046 0.0024 Luotuo Transfer Center 0.0010 0.0006 0.0053 0.0028 Jiangbei Sorting Center 0.0011 0.0006 0.0053 0.0028 Total 0.08t/a 0.26t/a

2) Others

The vertical compression technique is adopted for three newly-built centralized classification Transfer Stations and two newly-built classification Transfer Stations. Leachate from compression process, and water are together collected into a container, and then are directly transferred by vehicles to the landfill for direct landfill disposal. In this way, no leachate is generated at such transfer stations. Horizontal compression technique is applied for Haishu Transfer Station and Luotuo Transfer Station, in which an underground leachate collection pond is established. Odor from leachate collection pond is piped into concentrated deodorizing system within the station. Thus, less odor is produced from leachate collection pond, and collected odor is treated in a centralized manner, for which no quantitative analysis is made. Odor pollutants are summarized in Table 2.2-7.

Table 0-7 A Summary of Odor Pollutants Name of No. Production (t/a) Reductions Emissions(t/a) pollutants

1 NH3 3.65 3.39 0.26 2 H2S 0.72 0.64 0.08

2.2.2.2.1.2 Dust

Waste can produce a small amount of dust in feeding, compression and separation process, which is connected with waste moisture content and operating environment. As domestic waste has a higher moisture content (the sampling test of Ningbo domestic waste, indicating the moisture content 59.53%～75.89% ) and closure measures are taken at disposal areas of classification transfer stations, thus generating a smaller amount of dust.

2.2.2.2.1.3 Exhaust of Waste Transporting Trucks

There are a smaller number of additional waste vehicles in the project, thus generating less exhaust emissions. Additionally, vehicles generally travel in open air, which makes exhaust readily diffuse, thus having little impact on surrounding environment. Therefore, EIA includes no quantitative calculation in this regard.

2.2.2.2.2 Wastewater

2.2.2.2.2.1 Waste Leachate

Waste Leachate is mainly generated in waste compression, anaerobic fermentation and natural fermentation process, including interstitial water leaching from waste in its compression and fermentation process, water generated by rotten organics and adsorbed water in partial decomposition. The amount of waste leachate is mainly affected by waste constituents, moisture content and storage time, of which kitchen waste and peel waste proportion in waste are the main factors affecting leachate.

The feedstock designed for sorting centers in the project is recyclables, mainly including plastics, paper, metal and glass. There is a very low organics proportion and moisture content in waste, with no compression technique available and no waste leachate produced at sorting centers; The vertical compression technique is used for 3 new centralized classification transfer stations and 2 classification transfer stations. Waste leachate generated from compression process, together with waste, is collected through a container and directly delivered by trucks to the landfill for the landfill disposal. There is no leachate generated at the stations; the horizontal compression technique is adopted for Xujiacao Kitchen Waste Transfer Station and Luotuo Transfer Station, where an underground leachate collection pond is set up. Leachate is regularly pumped and delivered to Yemaoao Landfill for systematic treatment.

Relevant literature indicates that leachate generated from waste generally makes up 0～ 10％ of the waste. In the project, waste has a short residence time, and no waste storage pool is set up at transfer stations, which helps generate a small volume of leachate. Leachate at Luotuo Transfer Station is estimated at the set rate of 5% of the amount of waste disposal; Leachate at Haishu Transfer Station, is estimated at the set rate of 10% of the amount of waste disposal; For the amount of leachate generated, see Table 2.2-8 below.

Table 0-8 Production Volume of Waste Leachate Waste Transfer(disposal) Production volume of Name of Polluters capacity(t/d) Leachate(m3/d) Haishu Transfer Station 130 13 Luotuo Transfer Station 150 7.5 Total / 20.5

The nature of waste leachate changes at the different stages of waste fermentation. Waste leachate generated from the project, is at the initial acidification stage of waste, characterized by high concentrations of organic pollutants and ammonia, and higher B / C. According to the analogy investigation information, the pollutant concentration is: pH4.5 ~~ 7.5; COD concentration of 6000 ~ 60000mg/l, BOD concentration of 4000 ~ 40000mg/l, and ammonia concentration of approximately 400 ~~ 1500mg /l.

An underground leachate collection pond is respectively established at Haishu Transfer

Station and Luotuo Transfer Station, where leachate is regularly pumped and delivered to Yemaoao Landfill Leachate Treatment Station, Leachate treated there shall not be discharged into Fenghua River until it meets the standard requirements. For emissions of major leachate pollutants, see Table 2.2-9 below. Table 0-9 Emissions of Major Leachate Pollutants Discharging No. Pollutants Production Reductions Emissions destination Volume of 1 7,500m3/a 0 7,500m3/a wastewater Fenghua River 2 COD 165.0t/a 164.25t/a 0.75t/a 3 NH3-N 5.63t/a 10.73t/a 0.19t/a

2.2.2.2.2.2 Washing Wastewater

Waste collection vehicles, and transfer vehicles are required to be washed per day, from which the amount of wastewater is related to vehicle washing methods, washing devices and waste nature. According to EIA Engineer qualification Training Materials, washing water volume is generally 10 ~ 500L /vehicle. In the project there are 66 additional waste collection and transfer vehicles, most of which have the load capacity of 5t and below. The average water consumption is estimated to be 200L / vehicle, and each vehicle is washed two times a day, then the total volume of washing wastewater will be approximately 26.4m3/d.

The quality of washing wastewater is generally pH5～8, COD200～1300mg/l, BOD100～ 800mg/l, SS95～1000mg/l, and petroleum 10～60mg/l.

According to EIA Engineer qualification Training Materials, Waste transfer and disposal sites generally have the washing wastewater volume of 33L per ton of disposal waste, which has a lot to do with washing frequency and site area. In the project, the average washing wastewater volume for all sites is estimated to be 33L per ton of disposal waste, and then the wastewater volumes for all sites are summarized in Table 2.2-10. Table 0-10 A List of Site-washing Wastewater Volumes Waste Wastewater volume transfer(disposal) Name of polluters from washing sites Discharge Destination capacity (m3/d) (t/d) Jiangdong Transfer Station 610 20.1 North Jiangdong WWTP Jiangbei Transfer Station 790 26.1 Ningbo Northern WWTP Ningbo Southern Nanqu Yinzhou Transfer Station 680 22.4 WWTP Zhenhai Houhaitang Weihailu Transfer Station 460 15.2 WWTP DongqianhuTransfer Station 220 7.3 Xinzhou WWTP Haishu Transfer Station 130 4.3 Ningbo Southern WWTP Luotuo Transfer Station 150 5.0 Ningbo Northern WWTP Jiangbei Transfer Station (incl. 150 5.0 Ditto Sorting Center) Total / 105.4 /

The quality of washing wastewater for sites is generally pH6 ～ 8, COD≤450mg/l,

BOD≤200mg/l and SS≤300mg/l.

Washing wastewater from various sorting, collection and transportation systems, is first pretreated to meet the related standard requirements, and then discharged into the municipal sewer network, and finally included into Jiangbei WWTP or other similar plants for centralized disposal. Discharging information of major pollutants in such wastewater is shown in Table 2.2-11 below. Table 0-11 Emissions of Major Pollutants in Washing Wastewater No. Pollutants Production Reductions Emissions Wastewater 1 48,100m3/a / 48,100m3/a Volume 2 COD 24.54t/a 21.14t/a 3.40t/a 3 NH3-N 2.41 t/a 1.81 t/a 0.60t/a

Note: The initial concentration of NH3-N is set to be 50mg/l, and the emissions of pollutants are calculated based on effluent standards of WWTPs.

2.2.2.2.2.3 Wastewater from Separated Collection Service Stations

For the collection and transportation system of the project, a separated collection service station is to be set up at each residential area, to store recyclables and harmful waste. Waste chambers already built at residential areas, are to be transformed into separated collection service stations; new separated collection service stations are also to be built for residential areas with no waste chambers. Water supply and drainage facilities are to be established for separated collection service stations, which will be washed on an irregular basis, depending on cleanliness need. Because of dispersive distribution of separated collection service stations and smaller volume of washing wastewater, the EIA includes no quantitative analysis.

2.2.2.2.2.4 Others

A small amount of wastewater is generated by chemical scrubber, biofilter and other odor treatment systems.

2.2.2.2.2.5 Domestic sewage

Water consumption of workers is set to be 100L/d per capita, and drainage is set to be 80% of water consumption. Based on this, the sewage emissions are shown in Table 2.2-12. Table 0-12 A list of Domestic Sewage Emissions Number of Emissions of domestic Polluters staff sewage(m3/d) Jiangdong Transfer Station 33 2.6 Jiangbei Transfer Station (including sorting 62 5.0 center) Yinzhou Transfer Station 39 3.1 Weihailu Transfer Station 32 2.6 Dongqianhu Transfer Station 25 2.0 Haishu Transfer Station 10 0.8 Luotuo Transfer Station 10 0.8 Kitchen Waste Treatment PlantPlant 55 4.4

Number of Emissions of domestic Polluters staff sewage(m3/d) Total 226 21.3

The quality of domestic sewage is generally COD300～500mg/l, BOD 100～200mg/l, and ammonia nitrogen 35 mg/l. After pretreated to meet the related standard requirements, domestic sewage will have the same discharging direction and standards with washing wastewater. The emission information of main pollutants in domestic sewage, is shown in Table 2.2-13.

Table 2.2-13 A List of Emissions of Major Pollutants in Domestic Sewage No. Pollutants Production Reductions Emissions Wastewater 1 7,800m3/a / 7,800m3/a volume 2 COD 3.12t/a 2.58t/a 0.54t/a 3 NH3-N 0.27t/a 0.18t/a 0.09t/a

The wastewater pollutants in the project are summarized in Table 2.2-14.

Table 2.2-14 A Summary of Pollutants in Wastewater No. Pollutants Production Reductions Emissions Domestic sewage 55,600m3/a / 55,600m3/a 1 COD 189.54t/a 185.39t/a 4.15t/a NH3-N 8.04t/a 7.25t/a 0.79t/a Domestic sewage 7,800m3/a / 7,800m3/a 2 COD 3.12t/a 2.58t/a 0.54t/a NH3-N 0.27t/a 0.18t/a 0.09t/a

2.2.2.2.3 Noise

The main noise sources during the project operation period, are fan noise of air supply and exhaust systems, noise of compactors and other equipment, and traveling noise of waste trucks. According to the analog data, noise source intensity is shown in Table 2.2-15. Table 2.2-15 A List of Major Noise Sources(A sound level) Sound Major noise sources Main noise types Proposed measures to be taken level(dBA) Damping, and sound insulation in Compactor 80～85 Mechanical buildings Rotary screen and other Mechanical, 70～80 Sound insulation in buildings sorting equipment aerodynamic Damping, noise enclosures, Fan(air exhaust, air Mechanical, 85～100 mufflers, and sound insulation in supply) aerodynamic buildings Damping, noise enclosures, Mechanical, Air compressor 90～100 mufflers, and sound insulation in aerodynamic buildings Water pump 85～100 Mechanical, Damping, and soft connection

Sound Major noise sources Main noise types Proposed measures to be taken level(dBA) electromagnetic Mechanical, Waste trucks 85～90 / aerodynamic

2.2.2.2.4 Solid Waste

This project is the sorted disposal project for municipal solid waste. The solid waste in the project mainly includes newly-added solid waste in the project, and domestic waste changed in category and nature after classification, and other waste not falling within the scope of domestic waste.

There are additional 226 employees to be allocated for the project. The production of domestic waste per capita is set to be 0.5kg/d, and the new-added domestic waste is to be 113 kg/d (41t/a) .

The wastewater treatment systems of the project, can generate the total sludge volume of about 35 t/a.

In the case of domestic waste sorting, collection and disposal in the project, waste batteries, fluorescent tubes, mercury thermometers and waste medicines are collected as harmful waste; waste and old home appliances are collected as E-waste. According to the national list of hazardous waste, the above solid waste falls within the scope of hazardous solid waste.

The information on production and disposal of solid waste in the project is shown in Table 2.2-16. Table 2.2-16 A List of Solid Waste Pollution Sources Production No. Name of solid waste Category Waste code Disposal methods (t/a) General solid / 1 Domestic waste 63.5 Landfill waste General solid / 2 Sludge 35 Landfill waste Hazardous HW29 Safety treatment to be Mercury thermometer solid waste 900-024-49 / carried out by Ningbo 3 Fluorescent tubes and waste Hazardous HW49 Beicang Environmental batteries solid waste 900-044-49 Solid Waste Disposal Co., Hazardous HW03 Waste medicine / Ltd. and Ninbo Medical solid waste 900-002-03 (special) Waste Treatment Waste and old home appliances Hazardous HW49 4 / Center and other electronic waste solid waste 900-044-49

2.2.2.2.5 Summary of Pollutants The pollutants during the operation period are summarized in Table 2.2-17. Table 2.2-17 A Summary of Pollutants during Operation Period Items Pollutants Production (t/a) Reductions (t/a) Emissions (t/a) H S 0.72 0.64 0.08 Waste gas 2 NH3 3.65 3.39 0.26 60

Production 3 3 55,600m /a / 55,600m /a wastewater CODCr 189.54 185.39 4.15 Wastewater NH3-N 8.04 7.25 0.79 Domestic sewage 7,800 m3/a / 7,800m3/a CODCr 3.12 2.58 0.54 NH3-N 0.27 0.18 0.09 General solid 98.5 98.5 0 Solid waste waste Hazardous waste / / 0 3 3 Overview of Environment and Planning Statuses in the Region with the Project

3.1 NATURAL ENVIRONMENT

3.1.1 Geographic Location

Ningbo, known as “Yong” for short, is located in the middle of China’s mainland coastline, the southern wing of the Yangtze River Delta and the northeastern hilly region of east Zhejiang Province, with the geographic coordinates being 120°55′ ~ 122°16′ E and 28°51′ ~ 30°33′ N. With Zhoushan Islands as its natural barriers to the east, Ningbo borders on Hangzhou Bay and faces Shanghai across the Bay to the north, neighbors Shaoxing to the west, and borders on Sanmen Bay and Taizhou to the south.

Figure 0-1 Geographic Location of Ningbo

The territorial scope for the project implementation covers the six administrative districts of Ningbo, namely Haishu, Jiangdong, Jiangbei, Zhenhai, Beilun and Yinzhou, as well as the two planning built-up areas, namely the National High-tech Zone and Dongqian Lake Tourist Resort (hereinafter referred to as “Dongqian Lake”). See Fig. 3.1-2 for the planning and layout of new (renovating or rebuilding) transfer facilities. Under the project there will be five transfer stations to be constructed, such as Jiangdong, Haishu, Jiangbei, Yinzhou and Dongqianhu TSs, two TSs, Wihailu and Lutuo Transfer Stations to be renovated or rebuilt, as well as 22 small-scale transfer stations to be transformed in their functions, and one TS of Jiangbei Transfer Station including a sorting center and one kitchen waste treatment plant to be constructed, excluding new small transfer stations). Refer to Table 3.1-1 for details.

Table 0-1 Summary of Geographic Locations and Site Statuses of New and Reconstructed Transfer Stations under the Project

No. Status Quo of Plot Photos of Sites and Surroundings

Nature Name Location

Binjiang Dadao (artery) Binjiang Industrial Park

Shang- plot roposed

●

● North

1 Jiangdong

WWTP

r Station r -jia

Status quo of the plot Small works near the plot

River

Shangjia Community Plot Plot Community Shangjia District Jiangdong of Jiangdong Transfe Jiangdong

● YantouShao

village

2 district - ●Proposed plot

Status quo of the plot YantouShao village on the north side

(incl. Sorting Center) Sorting (incl.

west the to Plot Village Shaocun Sub Zhuangqiao of

Jiangbei Transfer Station Transfer Jiangbei

Heng -

●Proposed plot Ring Express Highway

●Shuqiaotou

village Status of Plot(I) Xin-Yin-Heng Highway to the west of the plot

Xin-Yin-Heng Highway

New ExpressHWY Ring and HWY

Yinzhou Transfer Station Transfer Yinzhou Yin between intersection the near Plot

No. Status Quo of Plot Photos of Sites and Surroundings

Nature Name Location Xujiacao Road

near near the east Miaohong ， Road

Wangchun Prison ●Wangchun

● Yangguang Jiayuan

(Residential quarters)

● Proposed

plot Status of Plot Wangchun Prison to the east of the plot Yangguang Jiayuan to the west of the plot

Plot Plot to the south of Xujiacao Road Road Miaohong of

Haishu Transfer Station Transfer Haishu

Dongqianhu

Dadao (artery)

Proposed plot 5

South Yuquan Road ● Qianxu

village Guanying River to the west of the plot Qianxu village to the west of the plot Plotto the northeast of Qianxu village Qianxu of northeast the Plotto Dongqianhu Transfer Station Transfer Dongqianhu

Balong Ningbo-Jinhua Express village Highway

●Zhoumen village

●Proposed plot ● Yinzhou Xuanjia Domestic waste village landfill

Status of Plot (I) Status of Plot (II)

hen Waste Disposal Plant Disposal Waste hen

Zhoumen Zhoumen village District of Dongqiao town, Yinzhou Kitc

No. Status Quo of Plot Photos of Sites and Surroundings

Nature Name Location

Zhenhai Refining & Proposed plot Petrochemical Co. Ltd

Weihai Lu (Road)

7 Xiongzhen Road

Yufan village

No.1 Zone of Mingyuan Status quo of the Transfer Station

Gutang Middle School

nearWeihai nearWeihai Lu, near the end of the west side Road Pinghai of Weihailu Transfer Station Transfer Weihailu

Ningbo Ring Express HWY Proposed

plot

Jindong village Station

G329

National HWY

Status quo of the transfer station Farmland to the west of the plot

orthwest orthwest side to the intersection between G329national

Luotuo Transfer Luotuo N highway express ring and highway Reconstruction

3.1.2 Topographical Features

With higher terrains in southwest and lower terrains in northeast, Ningbo stretches into the sea from southwest to northeast. Southwest of the low mountains and hills in east Zhejiang Province stands Siming Mountains, which runs in the southwest–northeast direction, originates from Tiantai Mountains, and spreads across Yuyao, Fenghua and Yinzhou, with the altitude being about 100~300m. The branch ranges of Tiantai Mountains enter Ningbo via the southwest of Ninghai and stretch via Xiangshan Port into the southern mountains. In the northeast and middle of Ningbo are the Yonjiang River Basin of Ningshao alluvial plains, featured by flat terrains and various rivers. Its downtown altitude rises to 4~5.8m, while its suburb reaches 3.6~4m.

Its landforms include mountains, hills, plateaus, valleys (basins), plains, etc. The area of its mountains, hills, plateaus, valleys (basins) and plains accounts for 24.9%, 25.2%, 1.5%, 8.1% and 40.3% respectively of its total land area. Therein, the area of alluvial plains and coastal plains are halved: The alluvial plains mainly include Ningbo Plain and Yuyao Plain; the coastal plains are mainly distributed in Cibei Plain and many small estuarial plains alongside the southeast coastlines.

3.1.3 Climatic & Meteorological Features

Ningbo belongs to a typical subtropical monsoon climate zone. It is under the control of cold high and focuses on clear cold dry weather in winter. Cold and warm air interchanges in late spring and early summer and forms into quasi-stationary front in the middle and lower reaches of the Yangtze River, with plentiful precipitation available, known as the plum rain season. The whole city is subject to the Pacific subtropical high during July and August in summer and autumn, where a fine and hot weather short of rain is available, and plus the hot sunshine, it is prone to cause drought. Besides, typhoon always prevails in this season. The main meteorological data are as follows:

Its perennial mean temperature is 16.4℃, perennial maximum temperature at 41.2℃ and minimum temperature at -8.8℃; its annual mean precipitation is 1480mm (the precipitation during May ~ September accounts for 60% of the total), annual mean evaporation of 1262mm, annual mean relative humidity at 81%, annual mean air pressure of 1016.3Hpa, annual mean foggy period for 25 days, annual mean frost-free period for 235 days, and perennial mean sunshine duration for 1850 hours.

3.1.4 Soil and Vegetation

According to the classification system of the second national soil survey (1980~1984), there are 11 soil groups (such as red soil, yellow soil, purple soil, paddy soil, etc.), 20 subgroups and 59 soil genera in Ningbo. The 3,774,200-mu red soil, 374,200-mu yellow soil, 2,266,300-mu skeletal soil and 111,800-mu purple soil, totaling to 6,526,500 mu, are the main soil for its hills and mountains, which accounts for 49.1% of its total soil area of 13,278,300 mu; the 3,842,600-mu paddy soil accounts for 28.94% of the total, which is mainly distributed 65

in the plain area; The 2,876,900-mu moisture soil and seashore saline soil, accounting for 21.66% of the total, are mainly distributed in coastal plains of south coast of Hangzhou Bay and north coast of Sanmen Bay, which are the main soil types for cotton production. Besides, the intertidal zone mudflat mostly belongs to coastal saline soil subgroup and contains five soil genera, including gravelly soil, sandy soil, coarse silty soil, silty soil and clay soil. Therein, the western mudflat in south coast of Hangzhou Bay is mostly of sandy soil; the eastern mudflat in south coast of Hangzhou Bay and in Sanmen Bay is mostly of silty soil; and Xiangshan Port is mostly of clay soil.

Located in the northern subtropical zone of the mid-subtropical evergreen broad-leaved forests, its vegetation belongs in castanopsis eyeri and schima superba forest zone in Zhejiang and Fujian hilly areas. The native vegetation has been replaced with secondary vegetation and artificial vegetation. Existing forests mainly include artificial coniferous forest, bamboo forest, economic forest and a few secondary broad-leaved forests. Coniferous forests currently constitute the major forest vegetation of Ningbo, and there are very rare subtropical evergreen broad-leaved forests. The horizontal distribution of such vegetation has no distinct difference latitudinally, but it has some difference longitudinally under the influence of orographic uplift and soil change; the vertical distribution thereof shows significant difference.

3.1.5 Hydrogeological Features

3.1.5.1 GEOLOGICAL STRUCTURE

The geological structural unit of Ningbo belongs to Cathaysia fold belt in South China fold system, and is situated in Xinchang---Dinghai fault upwarping belt of Lishui---Ningbo geosynclinal convex. The geological structure is dominated by faults and folds; the faults in different distribution direction and different cutting depths interlace to form the grid-like structural pattern unique to this region. See Figure 3.1-3. According to Seismic Peak Ground Acceleration Zoning Map of Ningbo (Version 2001), the seismic peak ground acceleration is determined to be 0.10g (equivalent to seismic basic intensity VII).

3.1.5.2 SEA AREA HYDROLOGY

For the sea areas of Ningbo, except that the south coast of Hangzhou Bay (Namely alongside Andong to Beilun mountainous areas) belongs to informal semi-diurnal tidal area, the others belong to formal semi-diurnal tidal areas subject to high tidal level and large tidal range, forming into strong tidal sea areas. The annual average tidal range is generally 3~4m and maximum 6~7m.

3.1.5.3 LAND AREA HYDROLOGY

The main rivers in Ningbo belong to Yongjiang River System, which consists of the Yaojiang River, Fenghua River and main stream of the Yongjiang River, with a river basin area of 5540 km2 and annual average runoff volume of 3.5 billion m3. The Yaojiang River is a closed or semi-closed river with a full length of 105 km, a river basin area of 2940 km2 (including drainage area of 1056 km2 to Hangzhou Bay) and an annual average runoff volume 66 of 1.096 billion km3. The main stream of Fenghua River is 98 km long, with river basin area of 2590 km2 and annual average runoff volume of 1.299 billion m3. The main stream of the Yongjiang River is 26km long in total. As a tidal river, the runoff volume of Yongjiang River accounts for only 5-23% of its ebb-tide flow. Before flowing into the Yongjiang River, various river networks are distributed and controlled via weirs and sluices for the purpose of storing fresh water and preventing seawater intrusion. Hence, the plain river network in Ningbo is closed or semi-closed and is subject to poor flowability.

3.1.6 Natural Reserves

According to relevant data, the natural reserves in Ningbo are shown in Table 3.1-2.

Table 0-2 Summary of Natural Protection Areas (PAs) in Ningbo

Name of Main Protected Establish y No. Location Type Level

PA Objects ment time

)

ompetent ompetent

Administrative District Area ( C authorit

Within the Indeciduate forest, June 1, 1 boundary of 4050 QianzhangYan

2002

Sizhoutou town (rocky hill)

ounty ounty

orest orest

Lingyan Hill Lingyan Xiangshan F Ecosystem C EPB

Wooden structure

Sea area

houses in intersected Damu June 1, 2 80.3 Waishatou, Sea and Maotou 2002 Lishatou and Grand Sea between

King Palace ounty

Tantou Hill Tantou Xiangshan sites Historical C Cultural object protection

Dongdan village Marine abrasion

and its periphery of landform, pebble June 1,

3 460

Dongchen beach and sand 2002 eological eological

township beach ounty

Hongyan Xiangshan G sites C EPB A ： 29°32.4′N ， 122°3.3 ′E； Marine ecosystem, larger yellow B ： 29°32.4′N ， croaker, Sepiella Sea and

122°29.2 ′E； Jan. 1, 4 japonica (inkfish), seashor County ：， 1998 C 29°16.2′N black-tailed gull, e

122°3.3 ′E；

Chinese crested

D ： 29°16.2′N ， terns, cowfish, etc. arine

itto itto 122°23.5 ′E

Jiu shan Islands shan Jiu D 114950 M

Marine abrasion Gaotang Island landform, pebble Geologi June 1,

5 County

village beach and Huaao cal sites 2002

itto sand beach

Huaao Island Huaao D 5490 EPB

Through preliminary screening, no natural reserve is involved in any works of the project.

3.1.7 Wildlife Protected

Nearly 70 species in Ningbo are included in the list of national key protected animals. 67

Therein, nearly ten species of animals are under the first class state protection, such as tufted deer and white crane; nearly 60 species of animals are under the second class state protection, such as pangolin, Chinese river deer and Chinhai Spiny Newt.

49 species of terrestrial wild animals including cobra and Ancistrodon acutus have been covered in the List of Terrestrial Wild Animals under Key Protection of Zhejiang Province.

No wildlife protection areas are currently available in Ningbo.

3.2 SOCIAL ENVIRONMENT

3.2.1 Overview

Ningbo is a central economic center and heavy chemical industry base in the south wing of the Yangtze River Delta, an important port city in China’s southeast coastal areas, as well as a “window” for foreign trade and an important place of origin for the economic products (e.g., grain, cotton and oil) and aquatic products. Ningxia cover a total area of 9365 km2, governs six districts (namely Haishu, Jiangdong, Jiangbei, Yinzhou, Zhenhai and Beilun), two counties (namely Ninghai and Xiangshan) and three county-level cities (namely Cixi, Yuyao and Fenghua), and has 78 towns, 11 townships, 63 subdistrict offices, 548 urban residents’ committees and 2558 villagers' committees.

3.2.2 Population Distribution

According to the results of the Sixth National Census, Ningxia has had a permanent population of 7.6057 million by the end of 2010, including the external population of 2.2885 million, accounting for 30.09% of the total. In terms of the urban and rural composition, Ningxia has an urban population of 5.1952 million, accounting for 68.31% and a rural population of 2.4105 million, accounting for 31.69%; In terms of gender, the male population reaches 3.8836 million, accounting for 51.06%, while female population reaches 3.7221 million, accounting for 48.94%. The territorial scope for the project implementation covers the six administrative districts of Ningbo, namely Haishu, Jiangdong, Jiangbei, Zhenhai, Beilun and Yinzhou, as well as the two planning built-up areas, namely the National High-tech Zone and Dongqian Lake. According to the statistics of national census in 2010, the core urban districts of Ningbo have a permanent population of 3.558 million. The territorial scope for the project covers the urban areas of these districts. The project involves the permanent population totaling to 2.024 million and covers 455 communities in these urban areas. See Table 3.2-1 for regional distribution of the permanent population in the project implementation zone. Table 3.2-1 Distribution of Permanent Residents in Project Area Name of District Permanent Population (persons) Haishu District 373,742 Jiangdong District 366,648 Jiangdbei District 361,242 Zhenhai District 418,500 Beilun District 612,267 Yinzhou District (including Hi-tech Zone) 1,359,198 68

Name of District Permanent Population (persons) Subtotal 3,491,597 Dongqian Lake 66,244 Total 3,557,841

3.2.3 Economic Development

The economic strength of Ningbo increased rapidly during the “11th five-year plan” period; its synthesized competitiveness ranked among China’s Top Ten for many successive years; all of its counties and county-level cities were listed into Top 100 Cities nationwide. In terms of the economic structure of Ningbo during the “11th five-year plan” period, the average proportion of the second industry reached 55.21%, that of the tertiary industry 40.40%, and that of the primary industry declined continuously. The economic density continues increasing. The key development sectors include: electronic information, biomedicine, new materials, petrochemical industry, fine chemistry industry, automobile and auto parts, ship repair & building, electromechanical integration, complete equipment, environmental protection, die & mold, new building materials, electric power, food, arts and crafts, all kinds of development zones, free trade zones, export processing zones, industrial parks and special block economy.

According to the socioeconomic development statistics in 2011 as published by Ningbo Municipal Bureau of Statistics, Ningbo realized the GDP of RMB 601.05 billion in 2011, and if calculated as per the comparable price, this has increased by 10.0% than last year, which grew faster than the national and provincial growth rate. The GDP per capita reached RMB 104,485 if calculated as per the household population and reached RMB 77,983 if calculated as per the permanent population. In 2011, the entire city achieved the general budgetary revenue of RMB 143.18 billion, increasing by 22.2% on a year-on-year basis; the industrial added value reached RMB 300.48 billion, increasing by 10.7% on a year-on-year basis.

3.3 PLANNING OVERVIEW

3.3.1 Overview on Master Urban Planning of Ningbo

Pursuant to the Master Urban Planning of Ningbo 2004~2020 (approved by the State Council in 2006), the planning content related to the construction of this project is summarized as follows: Arrange reasonably the municipal waste and night soil hazard-free treatment facilities, gradually realize the separated collection of waste, hazard-free treatment, resource recovery and reduction of waste and night soil, discharge of night soil via pipeline, and mechanized cleaning & transportation of waste and night soil, thus ensure to create a neat, sanitary and civilized living environment for urban residents. The bagging of domestic waste will be gradually developed into separated bagging collection. The treatment of domestic waste will be gradually changed from incineration and landfill to resource recovery. Waste from the core urban districts are currently treated by Fenglin Waste Incineration Power Plant, and strict preventive measures have been taken to prevent polluting the surrounding areas. Fenglin Medical Waste Treatment Plant will be newly built to dispose of medical waste of the city; multiple waste landfill yards will be built in Da’ao of Beilun, Pei’ao of Yinzhou and 69

Zhenhai, and one solid waste disposal station will be built respectively in Ningbo Chemical Industry Park and Guoju Town of Beilun.

3.3.2 Optimized Program for Restructuring of Municipal Solid Waste Disposal Facilities System in the Core Urban Districts of Ningbo during the "12th Five-Year Plan” Period

As predicted in the Optimized Program for Restructuring of Municipal Solid Waste Disposal Facilities System in the Core Urban Districts of Ningbo during the "12th Five-Year Plan” Period , the daily waste output from core urban districts reached 3800t/d in 2012, 4360t/d in 2015, and 4970t/d in 2020. See Table 3.3-1 for details.

Table 3.3-1 Statistics and Projections of Waste Produced in Core Urban Areas of Ningbo (Unit：t/d)

tech tech Zone

eilun eilun

Year of Core Total Areas Urban Haishu District JiangdongDi strict Jiangbei District Yinzhou District Zhenhai District (including Daxie B Island) District (including bonded zone and Meishan area) Hi and Dongqian Lake 2012 3800 480 480 370 1190 490 660 130 2013 3990 490 500 390 1250 520 700 140 2014 4160 510 520 410 1310 540 730 140 2015 4360 520 540 430 1380 570 770 150 2020 4970 560 600 500 1590 660 890 170

As planned, Zhenhai, Beilun and Yinzhou districts will be responsible for treatment of the waste from the three old districts respectively. This is to say Zhenhai District will dispose of the waste from its own district, Jiangbei District and the industrial parks (Ningbo National High-tech Zone and Dongqian Lake Tourist Resort); Beilun District will dispose of the waste from its own district and Jiangdong District; Yinzhou District will dispose of the waste from its own district and Haishu District. See Table 3.3-2 for details.

Table 3.3-2 Existing Status of and Plan for Waste Disposal Facilities Name of In it ： Fenglin Fenglin Daao Zhenhai Yinzhou Period Disposal Total Incineration Plant Landfill Incineration Plant Landfill Facilities

Capacity(t/d) 3500 1000 900 800 800

Capacity in 720(excluding 3455 892 947 849 2010: (t/d) waste of Cixi

Status Zhenhai District quo Haishu, Jiangdong, Jiangbei and (incl. Daxie Island), Beilun districts, bonded zone, eastern northern part of Yinzhou Service range part of Yinzhou District, part of Jiangbei, part of District Hi-tech Zone Hi-tech Zone, and Dongqian Lake 1500(Extension or 2000(New construction of 1300(reconstruction facilities Capacity: (t/d) 4800 Phase II completed in June completed completed by the 2012) by the end end of 2013) of 2013) Planned Zhenhai District Yinzhou Beilun and (incl. Daxie Island), and Service range Jiangdong Districts Jiangbei District Haishu and Industrial Zone Districts

3.3.3 Overview on Specific Planning for Urban Environmental and Sanitary Facilities of Ningbo

The main content of the Specific Planning for Urban Environmental and Sanitary Facilities of Ningbo (2012~ 2020) is as follows:

1) Scope of Planning

The scope of planning can be divided into two levels of the downtown areas and core urban districts: (1) The downtown areas include the six districts of Haishu, Jiangdong, Jiangbei, Zhenhai, Beilun and Yinzhou, mainly focusing on waste treatment zoning, waste collection and transportation system, waste output forecast and distribution, disposal (treatment) facilities layout, etc.; (2) The core urban districts covers Sanjiang, Zhenhai and Beilun, which is consistent with the scope of central city as identified in the Master Urban Planning of Ningbo, mainly focusing on the layout of environmental and sanitary facilities for waste from core urban districts, such as waste transfer station, integrated environmental and sanitary service station, parking lot for environmental and sanitary trucks, etc.

2) Planning period

Near-term: 2012—2015; Mid-term: 2016—2020; Long-term: 2021—2030.

3) Planning for domestic waste treatment facilities 71

(1) Master plan: Different treatment plans shall be taken for different kinds of domestic waste. Kitchen waste plants shall be built to dispose of kitchen waste; sorting centers shall be built to sort out various compositions of recyclables for utilization; other wastes shall be treated in waste incineration plants.

(2) Kitchen waste: It is planned to build a kitchen waste plant in downtown area to serve the six districts, with the long-term treatment capacity being 2500t/d. The anaerobic digestion technology will be applied. According to the preliminary planning, it will be located nearby Yemaoao Waste Landfill Yard in Yinzhou District, with the land area of about 20hm2 required.

(3) Recyclable: It is planned to build a sorting center to sort out various compositions of recyclables for utilization, mainly including plastic, paper, metal, glass, etc. The planning for sorting center includes centralized establishment and dispersed established. Centralized establishment is based on the program for constructing a venous industry park in Yemaoao of Yinzhou, i.e., establishing a sorting center in Yemaoao of Yinzhou to collect and sort out all recyclables from urban districts. In combination of the land use layout in urban districts and the service range of sorting centers, four sorting centers will be established in urban districts. See Table 3.3-3 for construction programs in long-term years and Table 3.3-4 for the layout and scale of sorting centers. The dispersed establishment programs are in progress and will be selected when available.

(4) Other waste: It is commonly referred to as “dry waste”, mainly including refuse bags for kitchen fruit peel, paper nappies, paper and plastic bags causing serious pollution, etc. In consideration of the treatment zoning and planning, three waste incineration power plants will be built in urban districts, including Zhenhai Waste Incineration Power Plant (currently available) with the treatment capacity being 1300t/d, which will be not expanded in the long run; Beilun Waste Incineration Power Plant (under construction) is planned with the Phase I capacity being 1000t/d and long-term controlled capacity being 1500t/d; Yinzhou Waste Incineration Power Plant is planned with the Phase I capacity being 1500t/d and the long-term controlled capacity being 2000t/d. It is planned to maintain Yinzhou Yemaoao Waste Landfill Yard for incineration slag & fly ash landfill yards and emergency landfill yards, with the designed capacity being 6.47 million t, of which 1.50~1.60 million t has been filled; After Beilun Waste Incineration Power Plant is completed and put into operation, it is planned to cancel the waste incineration and sanitary landfill function of Fenglin Waste Treatment Center. See Table 3.3-5 for the planning for other waste treatment facilities. Table 3.3-3 Long-term Construction Alternative for Recyclables Sorting Center Projected Quantity of Disposal Facilities Service Range Capacity(t/d) Recyclables (t/d) Jiangbei Sorting Center Jiangbei and Zhenhai Districts 500 485 Jiangdong, Haishu and Yinzhou Districts, Hi-tech Zone, Eastern Yinzhou Sorting Center 800 792 New Town, Dongqianhu Holiday Resort Beilun Sorting Center Beilun District 250 237

Table 3.3-4 Summary of Sorting Center Layout and Capacities in Urban Districts Long-term Capacity Disposal Facilities Capacity in 2015(t/d) Capacity in 2020(t/d) (t/d)

Jiangbei Sorting Center 150 150 500 Yinzhou Sorting Center / 250 800

Beilun Sorting Center / 150 250

Table 3.3-5 Summary of Planned Other Disposal Facilities Capacity in Capacity in Long-term Disposal Facilities 2015(t/d) 2020(t/d) Capacity(t/d) Zhenhai Domestic Waste Incineration and 1300 1300 1300 Power Generation Plant Beilun Waste Incineration and Power 1000 1500 1500 Generation Plant Yinzhou Waste Incineration and Power 1500 2000 2000 Generation Plant Total 3800 4800 800 Emergency Yemaoao Landfill in Yinzhou District 800 Emergency landfill landfill

3.3.4 Master Planning for Dongqiao Town of Yinzhou District

The site for Kitchen Waste Disposal Plant is located in Zhoumen Village, Dongqiao Town, Yinzhou District, northwest of the Domestic Waste Landfill Yard of Yinzhou District. Pursuant to the Master Planning for Dongqiao Town of Yinzhou District (2008~2020), the planning content related to the construction of this project is summarized as follows:

1. Scope of planning and planning period

Scope of planning: Administrative boundaries of Dongqiao Town, covering an area of 31.97 hm2.

Planning period: 2008-2020. Therein: The near-term period lasts for 2006-2012; the long-term period lasts for 2012-2020.

2. Environmental protection development goals

Waste treatment goals: Carry out waste sorting treatment and enclosed transfer, improve the integrated treatment capacity, and try to make the waste treatment ratio up to 100%.

3. Environmental and sanitary facilities planning

1) Waste transfer station planning: Eight small waste transfer stations will be built in the township, protective greenbelt will be increased surrounding the waste transfer stations, and one small waste transfer station will be established respectively in central villages; 2) Waste disposal plant planning: Pursuant to the regional waste disposal planning, Yemaoao Waste

Landfill Yard was built in southern mountainous areas of Dongqiao Town, intended for disposing of urban and rural wastes from Yinzhou District, so no waste landfill yard is required any more. Instead, it is required to implement the integrated treatment and disposal techniques in the long run, such as separated collection, recycling, waste incineration and power generation, waste composting, sanitary landfill, etc., thus gradually realize resource recovery, reduction and hazard-free treatment of waste and achieve sustainable development.

3.3.5 Regulatory Detailed Planning for Dongqian Lake Area of Ningbo

Pursuant to the Regulatory Detailed Planning for Dongqian Lake Area of Ningbo (2008~2020), the project site for Dongqian Lake Centralized Classification Transfer Station is located in south of Qianxu Village and nearby Guanying River. The planning content related to the construction of this project is summarized as follows:

1. Scope of planning and planning period

Scope of planning: Dongqian Lake Tourist Resort and Dongqian Lake Scenic Spot, with the planning area of 130.56km2.

Planning period: 2008-2020, including the near-term period to 2010 and the long-term period to 2020.

2. Environmental and sanitary facilities planning

1) Development goals: To establish the environmental and sanitary facilities system accommodated to the development of Dongqian Lake Area and featured by reasonable layout, sufficient quantity, practical functions, specialized operation, advanced technology and high efficiency; To realize the enclosed and separated collection as well as containerized, enclosed and compressed transfer and transportation of waste; To cover the waste into the uniform waste cleaning and treatment system of core urban districts; To realize the waste discharge via pipeline, mechanized and enclosed collection & transportation, as well as hazard-free treatment and resource recovery; To ensure the reasonable layout and utilization of standard, advanced and easy-to-use environmental and sanitary facilities.

2) Domestic waste collection and treatment: To cover the domestic waste of Dongqian Lake Area into the uniform waste treatment system of core urban districts, which is currently incinerated and disposed in Fenglin Waste Treatment Plant and will be subject to biochemical treatment in the long run. Domestic waste is currently collected via bagging, but it will gradually change into separated collection and resource recovery in the medium and long term. Resource recovery and comprehensive waste utilization will be carried out, while “recycling economy” will be advocated in future. Before the separated collection and sorting treatment system is established, the establishment of waste collection points shall consider the development needs of separated collection in future; waste collection shall develop towards mechanical operations; food residues shall go towards the route of independent collection, transportation and treatment.

3.3.6 Planning for Plots Surrounding Subproject Sites

See Table 3.3-6 for the planning for plots surrounding subproject sites.

Table 3.3-6 Planning Status of Peripheral Plots around Selected Sites of Subprojects under the Project

No.. Map Planning Source

ame

east side east

Plot to the to Plot

side side

side

Plot to the south the to Plot west the to Plot north the to Plot

Specific Planning

for Environmental and Sanitary 1

Facilities in Core tary facilities tary

buildings Urban Areas of sani

sanitary facilities sanitary Ningbo (2012~2020)

Jiangdong Transfer Station Transfer Jiangdong

protective green space and public public and space green protective

sanitary facilities, mixed land use for for use land mixed facilities, sanitary

Protective green space, and land use for for use land and space, green Protective for use land and space, green Protective for use land and space, green Protective Protective green space, and land uses for for uses land and space, green Protective sanitary facilities, park and power supply power and park facilities, sanitary

No.. ame Map Planning Source

east side east

Plot to the to Plot

side side

side

Plot to the south the to Plot west the to Plot north the to Plot

ot and public green space green public and ot

Haishu Transfer Station Transfer Haishu

commerce and residence and commerce

Category II residential land use land residential II Category

Park green space and security land use land security and space green Park l parking ublic Park green space and mixed land use for for use land mixed and space green Park P

No.. ame Map Planning Source

east side east

Plot to the to Plot

side side

side

Plot to the south the to Plot west the to Plot north the to Plot

use

Specific Planning for Environmental

and Sanitary 3 Facilities in Core Urban Areas of

Ningbo(2012~2020)

Category I industrial land use land industrial I Category

and Category I industrial land use land industrial I Category and use land industrial I Category and

and Category II industrial land industrial II Category and

Street green space, land use for fire facilities facilities fire for use land space, green Street facilities fire for use land space, green Street facilities fire for use land space, green Street

Jiangbei Sorting Sorting Jiangbei Center

No.. ame Map Planning Source

east side east

Plot to the to Plot

side side

side

Plot to the south the to Plot west the to Plot north the to Plot

en space en

Tentatively, none Tentatively,

Tentatively, None Tentatively, None Tentatively, Protective gre Protective

Yinzhou Transfer Station Transfer Yinzhou

No.. ame Map Planning Source

east side east

Plot to the to Plot

side side

side

Plot to the south the to Plot west the to Plot north the to Plot

Controlled land use land

Detailed- planning 5 for Dongqian Lake

and health and Area (2008~2020)

residential

Category II residential land use land residential II Category use land residential II Category

Protective green space and Category II II Category and space green Protective Protective green space, land use for medicine medicine for use land space, green Protective

Dongqianhu Dongqianhu Station Transfer

3.4 INTRODUCTION TO RELEVANT CULTURAL RELICS PROTECTION UNITS (SITES)

There are 232 key cultural relics protection units in Ningbo, including the national key cultural relics protection units such as Hemudu Cultural Relics with a 7000-year-old civilized history, China’s oldest library - Tianyi Pavilion, the oldest wooden architecture in the south of the Yangtze River - Baoguo Temple, Yueyao Ruins at Shanglin Lake, Tashan Weir Ancient Water Conservancy Project, Zhenhaikou Coastal Defense Relics, Former residence of Chiang Kai-shek in Fenghua, etc. There are also Tiantong Temple (the second largest of the World’s Top Five Zen Mountains), Asoka Temple (treasuring up the Buddhist relics of Sakyamuni), Xuedou Temple of Maitreya's Bodhimandala (one of the Top Five Famous Buddhist Mountains in China), Xikou and Xuedou Mountain National Scenic Spots, the provincial-level Dongqian Lake Scenic Spot, etc.

3.5 CURRENT STATUS OF DOMESTIC WASTE MANAGEMENT AND TREATMENT IN NINGBO

3.5.1 Output and Category of Domestic Wastes

1. Daily domestic waste output

The waste output from core urban districts of Ningbo takes on an increasing trend year by year. The total domestic waste output of the six districts and parks reached 1.2611 million t in 2010, where that of the built-up areas came to 877,100 t, averaging to 2403t/d. See Table 3.5-1 for the statistics about daily domestic waste output of the core urban districts during 2005~2010, and see Table 3.5-2 for that of 2010. Table 3.5-1 Statistics of 2005~2010 for Domestic Waste in Core Urban Areas(Unit: 10 thousand tons) Haishu Jiangdong Jiangbei Yinzhou Zhenhai Beilun Park/ Year Total District District District District District District Zone 2005 83.20 13.37 11.97 8.49 9.20 18.80 19.05 2.32 2006 108.50 14.2 11.95 14.2 20 15.95 28 4.2 2007 107.30 15.22 15.04 10.82 30.88 13.05 18.61 3.68 2008 116.68 15.63 15.00 11.24 36.00 13.42 20.59 4.80 2009 119.21 16.46 15.46 11.42 37.25 14.03 20.28 4.29 2010 126.11 16.21 16.08 12.24 39.11 16.28 19.74 4.73

Table 3.5-2 Statistics of 2005~2010 for Domestic Waste in Core Urban Areas Haishu Jiangdong Jiangbei Yinzhou Zhenhai Beilun Park/ Item Total District District District District District District Zone Waste collected and transported 2403 444 440 335 154 359 541 130 in the built-up area(t/d) Waste collected 1052 0 0 0 918 87 0 0 and transported

Haishu Jiangdong Jiangbei Yinzhou Zhenhai Beilun Park/ Item Total District District District District District District Zone in other areas(t/d) Total urban and rural waste 3455 444 440 335 1072 446 541 130 collected and transported(t/d)

2. Restaurant-kitchen waste output

See Table 3.5-3 for the statistics about restaurant-kitchen waste output of the built-up areas of core urban districts.

Table 3.5-3 Statistics of Food/Kitchen Waste in Built-up Areas of the Core Urban Areas(Unit：ton)

Haishu Jiangdong Jiangbei Yinzhou Zhenhai Beilun Subtot Daily ear

Y District District District District District District al Mean

12319 9452 2960 4162 0 1331 30224 83

2007

18853 19246 3029 6162 972 1938 50196 138

2008

23814 21414 4634 11885 1335 2233 65316 179

2009

24372 25758 5573 18038 2070 3386 79196 217

2010

240 2011

3. Decoration waste output

See Table 3.5-4 for the statistics about decoration waste output of the built-up areas of core urban districts. Bulk waste, E-waste and other waste are not included in the statistics.

Table 3.5-4 Statistics 2010 of Decorative Waste in the Built-up Areas of the Core Urban Areas Haishu Jiangdong Jiangbei Yinzhou Zhenhai Beilun Hi-techZ Dongqian Subto Item District District District District District District one Lake tal (104 9.9 14.1 25.1 10.1 7 8.7 3 / 77.9 t/a) (t/d) 271 386 688 277 192 238 82 / 2134

3.5.2 Current Status of Domestic Waste Dumping and Collection System

3.5.2.1 WASTE DUMPING AND COLLECTION

Ningbo has just started carrying out the pilot separated collection. There are totally nine pilot communities in the core urban districts, including one community respectively in Jiangdong District, Haishu District and Zhenhai District, and two ones respectively in Jiangbei District, Beilun District and Yinzhou District. Waste can be divided into kitchen waste, other waste and bulk waste. Poor sorting effect is produced due to less input and insufficient advancement.

Presently there are two major collection forms: the first one is that the property company collects the waste and carries such waste to the transfer station by handcart and deliver to the sanitation department for transporting to treatment facilities; the second one is that the sanitation department is entrusted to collect the waste and carry such waste to the transfer station by handcart and deliver to the sanitation department for transporting to treatment facilities; in some areas, the sanitation department collects the waste by mechanized transport vehicle and then directly transports it to treatment facilities. In the residential quarters, waste bin or waste chamber (equipped with waste bins) are generally set up; the waste is collected and transported by handcart to transfer station; the property department is responsible for front-end collection, or the sanitation department is responsible for collection, in case of no property department. For the waste on the pedlars’ market, waste bin is set up and the sanitation department is entrusted to collect and transport the waste to transfer station. For the stores along the street, there are two forms of waste collection: the first one is that waste bins are set up in some streets and lanes and the waste is collected and transported by handcart to transfer station; the second one is that the waste in main roads is collected and transported by handcart to transfer station. The waste collected by sweeper truck is transported to transfer station for mixing with domestic waste or classifying and transporting to landfill yard.

3.5.2.2 COLLECTION FACILITIES

For the collection of domestic waste, Ningbo mainly adopts waste bins, waste chambers and waste booths. There are 21588 waste bins and 2090 waste booths; in some areas (mainly urban-rural junctions), arm-drawn bins are still used as waste collection containers. See Table 3.5-5 for the current situation of waste collection facilities in built-up area of core urban districts. Table 3.5-5 Statistics of Existing Waste Collection Facilities in in the Built-up Areas of the Core Urban Areas Beilun Zhenhai Hi-tech Core District (incl. Haishu Jiangdon Jiangbei Yinzhou District Zone and Name Urban bonded zone District g District District District (incl. Daxie Dongqian Areas and Meishan Island) Lake area) Waste bin 21588 4473 1311 4469 4135 4763 1260 1147 Waste chamber 2090 168 448 632 570 272 (pavilion)

3.5.3 Current Status of Municipal Solid Waste Transportation System

In core urban districts, the waste transfer transport mode of compressed transfer and

83 enclosed transport is mainly adopted. There are 25 waste transfer stations totally in built-up area of core urban districts, of which 24 small transfer stations are used for primary transfer and adopt both vertical compression and horizontal compression, 1 medium and large transfer station (Shuangyang transfer station, the secondary transfer station in Haishu District) is used for secondary transfer where the waste is compressed and transported to subsequent large classification transfer facilities or directly transported to treatment plant by vehicle.

By the end of 2010, there had been 194 waste collection & transport vehicles in built-up area of core urban districts, including 9 vehicles of 8T and above, which are mainly divided into 7~8T compression vehicles matching with small horizontal compression transfer stations, 6~7T transport vehicles (or dump trucks) matching with small vertical compression transfer stations, 13T carriage-detachable vehicles matching with medium and large transfer vehicles, and some 2~5T direct collection & transport vehicles.

3.5.4 Current Status of Municipal Solid Waste Treatment System

In core urban districts, there are 4 hazard-free treatment facilities for domestic waste, with total daily treatment capacity of 3500t/d, including 1000 t/d of Fenglin Waste Incineration Power Plant, 900 t/d of Fenglin Da’ao Waste Landfill Yard, 800 t/d of Zhenhai District Waste Incineration Power Plant and 800t/d of Yinzhou Waste Landfill Yard. All the waste has received hazard-free treatment in built-up area of core urban districts. Please see Table 3.5-6 for current situation of Ningbo domestic waste treatment facilities, and see Fig. 3.5-1 for their layout. Table 3.5-6 Statistics of Existing Domestic Disposal Facilities in Ningbo Inciner Total Time of Exha Annual Leachat Disp ation Investm Being Design Harml Time of usted Power Name of e osal for Location ent Put into Capacity( essnes Evaluati gas Generati Entities Treatm meth power (10k Operatio t/d) s Class ng Class treat on(MWh ent od generat yuan n ment ) ion? Fenglin Incin Incinerati eratio on and Xiao-gan 37956 2001.12 1050 No None 无 With Yes 7319 n/lan Power g in dfil Plant Beilun Daao Witho 19760 2004.12 900 Yes 1 2007.12 None No 0 Landfill ut Yinzhou Yemaoao Domestic in landf Witho 14470 2006.5 800 Yes I 2007.9 No Waste Dongqia ill ut Landfill o Ningbo 888 Zhongke Xiepu incin Green Artery in 166862. 21000 2006.1 800 No 2008 eratio With Yes Power the 7 n Co., Ltd. Chemical in zone

Inciner Total Time of Exha Annual Leachat Disp ation Investm Being Design Harml Time of usted Power Name of e osal for Location ent Put into Capacity( essnes Evaluati gas Generati Entities Treatm meth power (10k Operatio t/d) s Class ng Class treat on(MWh ent od generat yuan n ment ) ion? Zhenhai

3.5.5 Analysis and Evaluation on Statuses of Municipal Solid Waste Transfer, Transportation and Treatment

3.5.5.1 STATUS ANALYSIS AND EVALUATION OF FACILITIES FOR WASTE TRANSFER & TRANSPORTATION SYSTEM

Ningbo is actively carrying out the work in separated collection and recycling of municipal solid waste in order to realize separated collection, classification transfer transport and separated treatment of domestic waste. The existing transfer transport systems encounter the following problems: 1) The existing small transfer stations restrict the classification and transfer of kitchen waste and new kitchen waste transfer devices should be added; 2) The existing transfer stations are basically full-loaded, and new transfer stations should be established to meet the waste increase needs in core urban districts; 3) The main collection zones in core urban districts are far away from the proposed organic waste treatment plant, medium and large transfer stations should be newly built or reconstructed, and large-tonnage container vehicles should be used to realize long-district efficient transport of waste.

3.5.5.2 STATUS ANALYSIS AND EVALUATION OF WASTE TREATMENT AND DISPOSAL FACILITIES

In core urban districts of Ningbo, hazard-free treatment has been actualized for all the domestic waste, and special separated treatment has been actualized for restaurant-kitchen waste. But according to the development goal of Ningbo for separated collection and recycling of municipal solid waste, the following problems still exist: 1) The treatment facilities planned according to the Restructuring Program may guarantee future hazard-free treatment of domestic waste in core urban districts, but raw refuse directly entering into landfill for treatment will cause the waste of storage capability and result in such waste disposal problems as landfill leachate and dioxin pollution from tail gas of incineration plant, so it is necessary to realize the separated treatment by separated collection; 2) If the separated collection is implemented, the subsequent treatment will necessitate new facilities such as kitchen waste treatment facilities, and relate to reasonable selection of treatment technology; 3) The existing treatment facilities of restaurant-kitchen waste can basically meet the current needs, but cannot meet future treatment needs of organic waste after separated waste collection is gradually implemented.

3.6 ASSOCIATED PROJECTS

3.6.1 Overview and Monitored Statuses of Projects Projects related to the present project include: Fenglin Waste Incineration and Power Generation Plant, Zhenhai Domestic Waste Incineration Power Plant, Yinzhou Domestic Waste Landfill, Ningbo Northern WWTP, Ningbo North Jiangdong WWTP, Ningbo Southern WWTP, etc., totally 11 entities. Table 3.6-1 shows the basic information and monitored statuses of these projects.

3.6.2 Analysis and Assessment of Status Quo

Survey results indicate that all these projects are subject to strict supervision by the Department of Environmental Protection and have been equipped with online monitoring systems which are connected to the Environmental Protection Bureau, which carries out regular checks on these plants.

1) Fenglin Waste Incineration Power Plant

According to survey results and information provided by relevant entities, the power plant has been processing 1050t/d of waste since it started operation. The company has established special rules, regulations, and job-specific responsibilities; measures for receiving, storing, and processing waste; in-house management plans; regular staff training plans; environmental protection management plans and monitoring rules; and emergency plans. An Office of Safety and Environmental Supervision has been set up and specially staffed. Equipment of the plant is running stably at present. The plant has an online exhaust gas monitoring system and an online tail gas monitoring system, which are both interconnected with the Environmental Protection Bureau. Since it was put into operation, this power plant has received only complaints about the odor of the landfill and no complaint about incineration-based power generation. Survey and monitoring results show that the odor concentration is basically within the limit. No complaint has been received from local residents recently. It is suggested that more efforts be put into the daily management and maintenance of the waste incineration facilities and the online smoke and gas monitoring system and into the control and improvement of the odor sources in order to ensure the long-term, environmentally acceptable discharge of pollutants and minimize the impact on local residents.

2) Zhenhai Domestic Waste Incineration and Power Generation Plant

According to survey results and information provided by relevant entities, the power plant has treated more than 1,800,000 tons of domestic waste with hazard-free processes since it was put into operation in 2007. The company has established special rules, regulations, and job-specific responsibilities; safety measures for receiving, storing, and processing waste; in-house management plans; regular staff training plans; environmental protection management plans and monitoring rules; and emergency plans. Equipment of the plant is running stably at present. A real-time online sewage monitoring system and an online tail gas monitoring system are present. No complaint has been received from local residents recently.

3) Yinzhou Domestic Waste Landfill

According to survey results and information provided by relevant entities, the power plant has treated more than 2,000,000 tons of landfill since it was put into operation in 2006. Currently it processes about 1000t/d of domestic waste and 300m3/d of sewage. The company has established special rules, regulations, and job-specific responsibilities; safety measures for receiving, and processing waste; in-house supervision and management plans; regular staff training plans; environmental Protection management plans and monitoring rules; and emergency plans. The plant is running stably at present. A real-time online sewage monitoring system is present. Since the plant was put into operation, EPB has received some phone calls from nearby villages mainly complaining about the odor of the landfill and waste water directly discharged 86 into Fenghua River. This is evidenced by the monitoring results of the current atmospheric environment in Chapter 4 of this report. Waste water is now processed by the in-plant Wastewater Treatment station and reaches the relevant standards before it is discharged into Fenghua River. It is suggested that more efforts be put into the daily management and maintenance of landfill leachate treatment facilities and the online sewage monitoring system in order to ensure the long-term, environmentally acceptable discharge of pollutants and that landfill waste gas guiding, collecting, and discharging systems be properly set up according to relevant standards in order to ensure the environmentally acceptable discharge of odor and minimize the impact on local residents.

4) Beilun Huanbao- Solid Waste Treatment Co., Ltd.

According to survey results and information provided by relevant entities, the company has received 4459t of hazardous waste, landfilled 2463t of waste, and incinerated 1451t of waste up to date. The company has a consummate solid waste management, inspection, and control system. The company has established special rules, regulations, and job-specific responsibilities; safety measures for receiving, storing, and processing solid waste; in-house supervision and management measures and plans; in-house control mechanism for receiving waste; regular staff training plans; environmental monitoring rules; hazardous waste analysis and management rules; and emergency plans. Equipment of the plant is running stably at present. A real-time online sewage monitoring system is present. No complaint has been received from local residents recently.

3) Yinzhou Domestic Waste Landfill

According to survey results and information provided by relevant entities, the power plant has treated more than 2,000,000 tons of landfill since it was put into operation in 2006. Currently it processes about 1000t/d of domestic waste and 300m3/d of sewage. The company has established special rules, regulations, and job-specific responsibilities; safety measures for receiving, and processing waste; in-house supervision and management plans; regular staff training plans; environmental protection management plans and monitoring rules; and emergency plans. The plant is running stably at present. A real-time online sewage monitoring system is present. Since the plant was put into operation, the EPB has received some phone calls from nearby villages mainly complaining about the odor of the landfill and wastewater directly discharged into Fenghua River. This is evidenced by the monitoring results of the current atmospheric environment in Chapter 4 of this report. Waste water is now processed by the in-plant Wastewater Treatment station and reaches the relevant standards before it is discharged into Fenghua River. It is suggested that more efforts be put into the daily management and maintenance of landfill leachate treatment facilities and the online sewage monitoring system in order to ensure the long-term, environmentally acceptable discharge of pollutants and that landfill waste gas guiding, collecting, and discharging systems be properly set up according to relevant standards in order to ensure the environmentally acceptable discharge of odor and minimize the impact on local residents.

4) Beilun Huanbao Solid Waste Disposal Co., Ltd.

According to survey results and information provided by relevant entities, the company has received 4459 t of hazardous waste, landfilled 2463 t of waste, and incinerated 1451 t of waste up to date. The company has a consummate solid waste management, inspection, and control system. The company has established special rules, regulations, and job-specific responsibilities; safety measures for receiving, storing, and processing solid waste; in-house supervision and management measures and plans; in-house control mechanism for receiving waste; regular staff training plans; environmental monitoring rules; hazardous waste analysis and management rules; and emergency plans. Equipment of the plant is running stably at present. A real-time online sewage monitoring system is present. No complaint has been received from local residents recently. 87

5) Ningbo Northern WWTP

According to survey results and information provided by relevant entities, the Phase I works of this WWTP have been under full load since it was put into operation in 2008, causing wastewater to flow back to the upstream and thus threatening the living environment of the local residents. In the light of this situation, a “Ningbo Northern Wastewater Treatment Co., Ltd. Phase II Reclaimed Water Recycling Project” has been proposed. The feasibility study report of this project has passed review. A new 100,000 t/d wastewater treatment facility and a new 200,000 t/d advanced treatment facility will be constructed. A new 600,000 t/d reclaimed water recycling facility will be constructed. A 200,000 t/d seaward discharge pipeline will be reconstructed. And new advanced sludge dehydration and deodorization facilities for the 200,000 t/d wastewater treatment facility will be constructed. All these works are expected to be completed and put into use by July 2014. Equipment of the plant is running normally at present. Special persons are assigned for the daily use, maintenance, and repair of online wastewater monitoring system; for the sorting and analysis of daily data of effluent; and for the communication and contact with all levels of the environmental protection authorities. The Environmental Protection Bureau can monitor the condition of effluent of the WWTP on a real-time basis, regularly inspect the plant, and implement supervisory monitoring of the quality of effluent by using a background monitoring system. No complaint has been received from local residents recently.

6) North Jiangdong WWTP

According to survey results and information provided by relevant entities, this WWTP is currently operating very close to its design load but the equipment is still running normally. Special persons are assigned for the daily use, maintenance, and repair of online wastewater monitoring system; for the sorting and analysis of daily data of effluent; and for the communication and contact with all levels of the environmental protection authorities. The Environmental Protection Bureau can monitor the condition of effluent of the WWTP on a real-time basis, regularly inspect the plant, and implement supervisory monitoring of the quality of effluent by using a background monitoring system. No complaint has been received from local residents recently.

7) Zhenhai Houhaitang WWTP

According to survey results and information provided by relevant entities, this WWTP is basically operating close to its design load but the equipment is still running normally. A long-term expansion has been planned. This plant also has special persons assigned for the daily use, maintenance, and repair of online wastewater monitoring system; for the sorting and analysis of daily data of effluent; and for the communication and contact with all levels of the environmental protection authorities. The Environmental Protection Bureau carries out routine inspection on the plant and supervisory monitoring on the quality of effluent. No complaint has been received from local residents recently.

8) Ningbo Southern WWTP

According to survey results and information provided by relevant entities, Phase II works of this WWTP were already put into pilot operation in May 2012 and are expected to go through environmental acceptance inspection by the end of 2012 or in the beginning of 2013. Phase I equipment is running normally at present. The reclaimed water system is working under low load due to the small number of users. The company has established special rules, regulations, and job-specific responsibilities; rules for reporting important situation and emergency information; regular staff training plans; environmental management plans and monitoring rules; and emergency plans. This plant also has special persons assigned for the daily use, maintenance, and repair of online wastewater monitoring system; for the sorting and analysis of daily data of effluent; and for the communication and contact with all levels of the

88 environmental protection authorities. The Environmental Protection Bureau carries out routine inspection on the plant and supervisory monitoring on the quality of effluent. The Environmental Protection Bureau received complaint calls from local residents in 2006 and later found out the causes and solved the problem. No complaint has been received from local residents recently. It is suggested that relevant authorities actively promote the use of reclaimed water among end users and build transmission pipeline networks to facilitate the utilization of reclaimed water in the urban areas of Ningbo.

9) Ningbo Dadi Environmental Protection Co., Ltd

According to survey results and information provided by relevant entities, the company is currently capable of incinerating nearly 6000 t/a of hazardous waste. All indexes during the treatment process are satisfactory. Discharged smoke gas and wastewater meet relevant standards. Wastes like fly ash and slag are entrusted to qualified entities for environmentally safe treatment. The company has established special rules, regulations, and job-specific responsibilities; safety measures for receiving, storing, and processing solid waste; in-house management measures and plans; regular staff training plans; environmental monitoring rules; hazardous waste analysis and management rules; and emergency plans. An online wastewater monitoring system and an online exhaust gas monitoring system have been set up. In the past two years, the Environmental Protection Bureau received a few complaint calls which were mainly about odor pollution. It is suggested that the company introduce new exhaust gas treatment devices to reduce the concentration of discharged exhaust gas and minimize the impact on local residents.

10) Ningbo Xinzhou WWTP

According to survey results and information provided by relevant entities, this WWTP has already been completed and put into pilot operation and is expected to go through environmental acceptance inspection. This WWTP also has special persons assigned for the daily use, maintenance, and repair of online wastewater monitoring system; for the sorting and analysis of daily data of effluent; and for the communication and contact with all levels of the environmental protection authorities. The Environmental Protection Bureau can monitor the condition of effluent of the WWTP on a real-time basis. After it passes environmental acceptance inspection, the Environmental Protection Bureau will regularly inspect the plant and implement supervisory monitoring of the quality of effluent. No complaint has been received from local residents up to date.

Table 3.6-1 Overview and Monitored State of Related Projects

Location Recently monitored results of pollutants

EIA & and

No. Overview Waste treatment government's e Data Solid waste Underground water ental ental name constructio Waste gas monitoring Wastewater monitoring

Project Project approval Source monitoring monitoring

acceptanc Environm n time inspection In 2011, the monthly average maximum concentrations of Smoke gas from the outlet of the soot, SO2, NOX, CO, and incinerator passes through a fluidized HCl in the smoke gas from Covers a land area of 17.07 bed reaction tower device (semi-dry the incinerator were hm2. Serves Laosan District, process), an active carbon jet 5.46mg/m3, 38 mg/m3, Beilun District, Bonded Zone, absorption system, and a bag-type 231mg/m3, ＜1mg/m3, and east of Yinzhou District, and dust collector to remove harmful 25mg/m3, respectively. In part of Gaoxin District. Three pH value of outgoing leachate acidic gases and dust, and then passes In 2000, the December 2011, detected Located in 350t/d incinerators, two water from the incineration plant through a 80m high chimney before Environmental Environmental by istered concentrations of Hg, Cd, Fenglin, 6000kW turbine generator ranges from 7.54 to 8.15. The pH, permanganate being discharged into the atmosphere. Protection Bureau and Pb were 0.00502mg/m3, Xiaogang units, and supporting maximum monthly average index, SS, Se, volatile The emission indexes are up to or ＜＜ Street, equipment were built during of Zhejiang 0.00734 mg/m3, and concentrations of other pollution - higher than national standard 0.075mg/m3, respectively. In phenol, lead, Hg, CN , Beilun Phase I; Phase II works or new Province issued factors are respectively: - Pollution Control of Domestic Waste and F of underground 1 District; treatment facilities will be document ZHKJ 2010 and 2011, the SS59.4mg/L, BOD5 85.3mg/L, / Incineration (GB18485-2001). All maximum dioxin emission water all meet regional

Put into completed by the end of 2013, Reports CODCr 440mg/L, and NH3-N slag produced by incineration is put No. 2000 in reply operation upgrading the daily processing Monitoring concentrations of furnaces 16.4mg/L, all of which meet Class VI function to sanitary landfill and exploited. All to the in capacity to 1500t. #1, #2, and #3 were Class III criteria of requirements on wastewater is pre-treated to meet Environmental December Remote-controlled hydraulic respectively Comprehensive Wastewater underground water. Class III criteria of Comprehensive Impact Report of 2001 direct two-row cascade grate 0.388TEQng/m3, 0.16 Discharge Standard Wastewater Discharge Standard furnaces are used; waste passes the project. 0TEQng/m3, and 0.111 (GB8978-1996)

Fenglin Waste Incineration Power Plant Power Incineration Waste Fenglin (GB8978-1996), discharged into the through “drying, deaerating, TEQng/m3, all of which municipal sewers through a were within the emission

gasifying, and incinerating” 2003 December in Ningbo of Bureau Protection special-purpose pipeline, processed processes from the first grate limits on atmospheric by North Jiangdong WWTP, and area to the fourth grate area. pollutants from incinerators finally discharged into Yongjiang specified in Pollution River. Control of Domestic Waste Incineration Passed environmental acceptance inspection admin inspection acceptance environmental Passed (GBl8485-2001).

Location Recently monitored results of pollutants

EIA & and

No. Overview Waste treatment government's e Data Solid waste Underground water ental ental name constructio Waste gas monitoring Wastewater monitoring

Project Project approval Source monitoring monitoring

acceptanc Environm n time inspection Results of toxicity leaching test on fly ash samples

Maximum emission

concentrations of soot, SO2, taken from waste

Plant

NOX, and HCl from Wastewater is pre-treated to meet incinerators show furnaces #1 and #2 are Class III criteria of Comprehensive that the total respectively 79.0 mg/m3, Wastewater Discharge Standard pH value at the main wastewater mercury, total 110mg/m3, 393mg/m3, and Located in (GB8978-1996) (NH3-N level meets discharge outlet is 7.39. The lead, total copper,

Generation 0.152mg/m3. Dioxin Xiepu requirements customized for WWTPs maximum daily average In 2005, the emission concentrations of total zinc, total Town of Covers a total land area of in the chemical industry park) and concentrations of other pollution 2 Environmental furnaces #1 and #2 are cadmium, total

Power Zhenhai 473,000 m . Serves Zhenhan then discharged into the municipal factors are respectively: Protection Bureau respectively 0.05TEQng/m3 barium, total District; District (including Daxie sewers of the chemical industry park. SS12mg/L, BOD5 7.8mg/L, and and of Ningbo issued and 0.3TEQng/m3, both of nickel, total Construc- Island), north of Jiangbei, part Waste gas produced by the plant is on administered by Environmental CODCr 57.6mg/L, and NH3-N which are within the tion of Gaoxin District, and treated with waste gas treatment document YHJ No. 15.5mg/L, all of which meet arsenic, total 2 ation emission limits on / started in Dongqian Lake. Design daily devices to meet the emission limits [2000] 41 in reply Class III criteria of chromium, total atmospheric pollutants from October waste treatment capacity is on atmospheric pollutants from Comprehensive Wastewater to the incinerators specified in Cr VI, inorganic 2005; 800t/d. A circulating fluidized incinerators in Pollution Control of Discharge Standard Environmental reports monitoring acceptance and orts Pollution Control of fluoride, and production bed waste incineration system Domestic Waste Incineration (GB8978-1996); CODCr and Impact Report of Domestic Waste Incineration cyanide values are started in is used. (GBl8485-2001) and Class II limits NH3-N concentrations meet (GBl8485-2001). The odor January in Emission Standard for Odorous the project. requirements customized for all lower than the concentrations at plant 2007 Pollutants (GB14554 -93) before WWTPs in the chemical industry corresponding boundaries are within the being discharged into the upper air. park. limits in Criteria Class II concentration limits Solid waste is treated according to for Identifying for new, modified, and relevant requirements. Hazardous Waste

Daily monitoring rep monitoring Daily expanded plants in Emission

Standard for Odorous – Leaching Zhenhai Domestic Waste Inciner Waste Domestic Zhenhai Pollutants (GB14554 -93) Toxicity (GB5085.3

-1999).

Passed Passed environmental Protection acceptance Bureau of Zhejiang Province in inspecti December 2008 (Acceptance Document No.: ZHJY Province) Zhejiang of Center [2008] Monitoring Environmental 33; Monitoring organization for acceptance inspection:

Location Recently monitored results of pollutants

EIA & and

No. Overview Waste treatment government's e Data Solid waste Underground water ental ental name constructio Waste gas monitoring Wastewater monitoring

Project Project approval Source monitoring monitoring

acceptanc Environm n time inspection

The waste leachate and condensate is currently processed by the in-plant wastewater treatment station. In 2004, the The effluent reaches Class I Environmental Protection Bureau Unstructured emission criteria Standard for Pollution Covers a total land area of of Yinzhou District concentrations of TSP, 377,300 m2. Serves Yinzhou issued document pH, nitrate, total Control of Domestic Waste hydrogen sulfide, ammonia,

District and Haishu District. YH [2004] 58 in cyanide, Cr VI, zinc, Landfill (GB16889-2008) before and odor and structured Located in Design daily processing reply to the Daily maximum concentrations nickel, chloride, copper, being discharged into Fenghua emission concentrations of Yemaoao, capacity is 800t/d. Waste Environmental of pollutants discharged from the lead, cadmium, total Bailiang landfill gas is used to generate River. Class II criteria of Impact Report of hydrogen sulfide, ammonia, main discharge outlet of the mercury, total arsenic, Village, power. The total installed the waste landfill and odor at the plant landfill are respectively: Comprehensive Emission and fluoride values of Dongqiao capacity is 2126 kW. About of the project. In boundaries all meet Class II Suspended matter 27mg/L, Town, 7,440,000 m3 of landfill gas is Standard for Atmospheric 2010, the BOD51.35mg/L, CODCr underground water 3 criteria for new, modified, / Yinzhou collected annually on an Pollutants from Boilers are Environmental 50.2mg/L, NH3-N 6.34 mg/L, monitored at 5 and expanded plants in District; average. 12,000,000 kWh of Protection Bureau TN 13.6mg/L, fecal coliform 170 underground water applied to the emission of Emission Standard for Put into power is generated annually. of Yinzhou District units/L all of which meet Class I monitoring points all operation An improved anaerobic exhaust gas from generator issued document Odorous Pollutants emission criteria of Standard for meet Class III criteria of on May sanitary landfill method is units. Class II criteria of YH [2010] 68 in (GB14554 -93) and limits Pollution Control of Domestic GB/T14848-1993

Yinzhou Domestic Waste Landfill Waste Domestic Yinzhou 28, 2006 used. “Biochemical process + reply to the Waste Landfill (GB 16889-1997)

Comprehensive Emission District) Yinzhou of Station itoring stated in Standard for membrane process” are Environmental Quality Standard for Standard for Atmospheric Pollution Control of combined to process waste Impact Report of Underground Water Domestic Waste Landfill leachate. Pollutants (GB16297-1996) are the waste landfill (GBl8485-2001).

applied to the emission of gas power Daily monitoring reports and acceptance monitoring reports monitoring acceptance and reports monitoring Daily exhaust gas from torch burning. generation of the project. Class II criteria of Emission Standard for Odorous Pollutants (GB14554-93) are applied to

odorous pollutants.

Passed Passed environmental acceptance inspection administered by Environmental Protection Bureau of Yinzhou District Mon Protection Environmental in April 2010 (Monitoring organization for acceptance inspection:

Location Recently monitored results of pollutants

EIA & and

No. Overview Waste treatment government's e Data Solid waste Underground water ental ental name constructio Waste gas monitoring Wastewater monitoring

Project Project approval Source monitoring monitoring

acceptanc Environm n time inspection In 2003, the Maximum emission Environmental concentrations of soot, sulfur

Protection Bureau dioxide, nitric oxides, and of Ningbo issued carbon monoxide from the

Covers a total land area of document YHJ 30t/d industrial solid waste 200,000 m2. Serves the entire [2003] 44 in reply ntal Monitoring incinerator are respectively municipality of Ningbo. A Hazardous wastes like waste to the pH value ranges from 7.01 to 9.04mg/m3, ＜1mg/m3, pH value and Cr VI, Co., Ltd. Co., 174,000 t/a safe landfill, Environmental thermo-insulating rockwool are 7.65 at the main wastewater 176mg/m3, and ＜1mg/m3, arsenic, copper, zinc, 142,000 t/a directly landfilled. Fly ash produced Impact Report of discharge outlet; maximum stabilization/solidification Phase I Project of nickel, and mercury Located in during incineration is solidified with all of which are within the emission concentrations of workshop, 30t/d incineration Ningbo Beilun Disposal Changpu, pollutant emission limits on concentrations of capacity, and 200t/d cement before being landfilled. Industrial Solid CODCr, BOD5, SS, ammonia Baifeng the incineration of hazardous underground water in 4 wastewater treatment stations Leachate wastewater and production Waste Treatment nitrogen, and total phosphor are 4 Town, / underground water have been completed. The total wastewater from the landfill is Station. In 2008, waste in Standard for respectively 80.2mg/L, Beilun. design capacity of the landfill the Environmental Control of Hazardous Waste monitoring wells all Completed treated to meet Class I criteria of 15.6mg/L, 24mg/L, 2.08mg/L, is 560,000 m3; its service life Protection Bureau Incineration meet Class III criteria of in 2008 Comprehensive Wastewater and 0.3mg/L, all of which meet is 25 years. Phase I capacity is of Ningbo issued GB/T14848-1993 Discharge Standard (GB8978-1996) (GB18484-2001). The Class I criteria of Comprehensive 94,400 m3; its service life is 7 document YHB Quality Standard for before being discharged into the emission concentration of Wastewater Discharge Standard years. One layer of synthesized [2008] 1 in reply to dioxin is 0.4TEQng/m3, Underground Water. bentonite and two layers of nearby sea. the Environmental (GB 8978-1996) which is within the emission HDPE films are used to Impact Report of Beilun Huanbao Solid Waste Waste Solid Huanbao Beilun prevent seepage in the landfill. Temporary Storage limit given in Table 3 of Houses #1 and #2 Standard for Control of New Waste reports monitoring acceptance and reports monitoring Daily Hazardous Waste Fluorescent Lamp by d inspection acceptance administered Environmental environmental Incineration

Treatment Project. (GB18484-2001).

Passe Protection Bureau of Ningbo in September No.: 2009 YHY (Acceptance [2009] Document 49; Monitoring organization for acceptance Beilun inspection: Environmental Monitoring CAS and Ningbo, of Center Station, Environme In the effluent from the main wastewater discharge outlet, the Land area is controlled within pH value is 7.17~7.51 and the 476,000 m2. Serves Jiangbei District, Zhenhai District, chromaticity is 15. Pollutant Haishu District, including the concentrations are respectively part of Cicheng outside the In September 2005, LAS 0.41 mg/L, COD 78mg/L, Located in Class III criteria of Comprehensive Cr flanks of Renmin Road; the Environmental chemical Wastewater Discharge Standard Hydrogen sulfide, ammonia, BOD5 21.4mg/L, NH3-N Jiangbei Investment & Protection Bureau industry (GB8978-1996) are applied to the and odor in the unstructured 17.5mg/L, TP 0.645 mg/L, TN Entrepreneurship Park, park of of Ningbo issued 24.9 mg/L, petroleum matter Hongtang, Zhuangqiao; piping of construction wastewater. emission of exhaust gas all Ningbo. document YHJ No. 0.83 mg/L, animal and plant oils Zhuangshi Street and Luotuo The wastewater reaches Class I B meet the highest Class II

5 Officially [2005] 82 in reply ection: Environmental Monitoring / / Street of Zhenhai District; criteria of Standard for Emission of criteria of Standard for 0.51mg/L, total mercury ＜0. put into to the Xiepu Town; Northern Section ＜ operation Pollutants from Urban Wastewater Emission of Pollutants from 05μg/L, total cadmium of Gaojiao Park; Xiaowen, Environmental in Treatment Plants (GB18918-2002) Urban Wastewater Treatment 0.05mg/L, total chromium ＜ Gaotang, and Cuibai of Haishu Impact Report of

Ningbo Northern WWTP Northern Ningbo November before being discharged into the Plants (GB18918-2002). District. The daily processing Phase I works of 0.1μg/L, total lead ＜1μg/L,

2007 nearby sea. capacity of Phase I is 100,000 the plant. total arsenic 4.0μg/L, and Cr VI m3/d. The planned long-term 0.012mg/L, all of which meet daily processing capacity is Class II criteria of 3 2 400,000 m /d. The A /O Comprehensive Wastewater processing technique is used.

Daily monitoring reports and acceptance monitoring reports monitoring acceptance and reports monitoring Daily Discharge Standard (GB8978

-1996).

Passed Passed environmental acceptance Environmental Protection inspection Bureau of Ningbo administered in (Acceptance December by 2010 Document organization for No.: acceptance insp YHY Ningbo) of Center [2010] 50; Monitoring

Location Recently monitored results of pollutants

EIA & and

No. Overview Waste treatment government's e Data Solid waste Underground water ental ental name constructio Waste gas monitoring Wastewater monitoring

Project Project approval Source monitoring monitoring

acceptanc Environm n time inspection

pH value is 6.61 at the main Land use is controlled within discharge outlet. Maximum 300,000 m2. Serves northern concentrations of other indexes Jiangdong District, part of In 1997, the are respectively chromacity 20,

Jiangbei District, part of National SS27mg/L, BOD55.3mg/L, Haishu District, Technology Environmental CODCr48mg/L, petroleum matter Park, and part of Dongbu Protection Bureau 0.28mg/L, TP1.44mg/L, TN Located in Xincheng. Phase I and Phase II issued document 15.2mg/L, NH3-N0.42mg/L,

Sangjia wastewater treatment works ection administered by H S, NH , and odor HF [1998] 59 in 2 3 Village, have been completed with a LAS0.13 mg/L, Cr VI ＜ Tail water reaches Class II criteria of concentrations in the reply to the Fuming daily processing capacity of Standard for Emission of Pollutants unstructured emission of 0.004mg/L, total lead ＜ Town, 100,000 m3/d. Phase III works Environmental 6 from Urban Wastewater Treatment exhaust gas all meet Class II 1 .0μg/L, total mercury ＜ / / Jiangdong of the plant have been planned Impact Report of District. and are expected to elevate the Plants (GB18918-2002) before being Report criteria of Emission Standard 0.05μg/L, total chromium ＜ Urban Wastewater Monitoring discharged into Yongjiang River. for Odorous Pollutants Put into processing capacity to 200,000 Treatment Project 0.1μg/L, total cadmium ＜0.01 operation m3/d after completion. The (GB14554-93). (Jiangdong mg/L, total arsenic 3.9μg/L, and 4 Jiangdong Northern WWTP Northern Jiangdong in 2003 treated wastewater recycling fecal coliform ≥2.4×10 units/L. capacity is 20,000. The Northern District All indexes except fecal coliform traditional activated sludge Wastewater process is used as the design Treatment Project) count meet Class II criteria of process for Phase I and the of Ningbo. Standard for Emission of A2/O process is used for Phase Pollutants from Urban II works. Wastewater Treatment Plants

(GB18918-2002)

Passed Passed environmental Environmental Protection acceptance Bureau of Document Ningbo insp in No.: 2003 (Acceptance Ningbo) of Center Monitoring Environmental YHY inspection: acceptance [2003] 15; Monitoring organization for pH value at the main wastewater discharge outlet is 7.03~7.88. In 2003, the Covers a land area of 75,200 The maximum daily average Total copper, total 2 National m . Processes domestic Maximum concentrations of concentrations of other indexes zinc, total lead, wastewater and some Environmental are respectively: SS28mg/L, total chromium, Processed tail water is sterilized and hydrogen sulfide, ammonia, Protection Bureau chromaticity 12, LAS 0.22 mg/L, Located in production wastewater from then partly treated and used as and odor at the unstructured total cadmium, Houhai- Chengguan section and issued document CODCr59mg/L, BOD5 and total mercury greening water for the plant and emission monitoring points 12.3mg/L, NH3-N 3.50mg/L, TP tang Linjiang section of Zhenhai HF [2003] 296 in in the sludge all spraying water for Houhaitang Coal along the plant boundaries of 0.660mg/L, TN 20.7mg/L, Industrial area and Houhaitang area, reply to the meet the criteria Zone of covering a service area of Plant. The rest of the tail water the WWTP and 5 pump petroleum matter 1.00mg/L, for control of 7 Environmental / Zhenhai 37.8km2. The daily processing reaches Class II criteria of Standard stations all meet Class II animal and plant oils 1.82mg/L, agricultural Impact Report of reports ＜ District. capacity of Phase I is 30,000 for Emission of Pollutants from criteria of criteria of total mercury 0.05μg/L, total sludge pollutants 3 Zhenhai ＜ Put into m /d. The daily processing Urban Wastewater Treatment Plants Standard for Emission of cadmium 0.05mg/L, total in Standard for operation capacity is expected to reach Wastewater ＜ Emission of (GB18918-2002) before being Pollutants from Urban chromium 0.1μg/L, total lead in 2006 60,000 m3/d after the Pollutants from Zhenhai Houhaitang WWTP Houhaitang Zhenhai Treatment Plant ＜1.0μg/L, total arsenic 4.0μg/L, discharged into the sea. Wastewater Treatment Plants expansion of Phase II. A and Supporting and Cr VI ＜ 4.0μg/L, all of Urban Wastewater (GB18918-2002). mature oxidation ditch process Pipeline Network ce Document No.: HY [2009] 218; Monitoring which meet Class II criteria of Treatment Plants is adopted. (GB18918-2002). Project Comprehensive Wastewater

Daily monitoring reports and acceptance monitoring monitoring acceptance and reports monitoring Daily Discharge Standard (GB8978

-1996).

Passed Passed environmental acceptance inspection administered by Ministry (Acceptan of Environmental organization Protection in for China) of Station Monitoring Protection Environmental 2009 acceptance inspection: National

Location Recently monitored results of pollutants

EIA & and

No. Overview Waste treatment government's e Data Solid waste Underground water ental ental name constructio Waste gas monitoring Wastewater monitoring

Project Project approval Source monitoring monitoring

acceptanc Environm n time inspection Covers a land area of 180,000 m2. Phase I serves Gaoqiao Town (partly), Jishigang Town, Hengjie Town, Gulin Town, Shiqi Street (partly), Yinjiang Town, Dongqiao Town, In 2008, the Longguan Town, and Located in Wangchun Industry Park, Environmental Huang Ai Class I B criteria of Standard for covering a service area of Protection Bureau Village Emission of Pollutants from Urban about 405km2. The daily of Ningbo issued and Wastewater Treatment Plants

processing capacity of Phase I document YHJ

Lianfeng (GB18918-2002) are applied to the is 8m3/d. The long-term Village, quality of effluent; class I A criteria [2008] 35 in reply controlling capacity is Shiqi are applied to reclaimed water. to the 8 expected to reach 170,000 / / / / / Street, 3 2 Ammonia, hydrogen sulfide, and Environmental

m /d. A multi-mode A /O be cannot inspection acceptance ruction,

Yinzhou odor concentrations at plant Impact Report of out. carried

Yinxi WWTP Yinxi denitrification and District. boundaries meet Class II criteria of dephosphorization process is Phase I Works of Expected criteria of Standard for Emission of used to treat wastewater. A Yinxi Wastewater to be Pollutants from Urban Wastewater chlorine dioxide sterilization completed Treatment Plants (GB18918-2002). Treatment Plant process is used for tail water. A by 2013. and Supporting mixed reaction + flocculation Pipeline Networks + sedimentation + high-efficiency filter process is used to treat reclaimed water. Biological deodorization is used for the deodorization system. const under still is project Asthe

Location Recently monitored results of pollutants

EIA & and

No. Overview Waste treatment government's e Data Solid waste Underground water ental ental name constructio Waste gas monitoring Wastewater monitoring

Project Project approval Source monitoring monitoring

acceptanc Environm n time inspection Total copper, total Land area is controlled within zinc, total lead, 224,800 m2. Serves Haishu total chromium, District (except Xiaowen, pH value is 6.89 at the main total cadmium, Gaotang, and Cuibai areas), In August 2003, the discharge outlet. Maximum daily and total mercury

some areas of Jiangdong, new National average concentrations of other in the sludge all downtown area of Yinzhou Environmental indexes are respectively meet the criteria District (west of Tongsan Protection Bureau for control of Class I B criteria of Standard for chromacity 10, SS20mg/L, Freeway), east of Airport issued document agricultural

Located at Emission of Pollutants from Urban BOD518.9mg/L, CODCr59mg/L, Expressway of Shiqi Street, HS No. [2003] 296 sludge pollutants 518 Wastewater Treatment Plants petroleum matter 0.18 mg/L, and Jiangshan Town (including in reply to the H2S, NH3, and odor in Standard for Songjiang (GB18918-2002). Class II criteria of Yinzhou Industry Park). The Environmental concentrations in the animal and plant oils 0.4 1mg/L, Emission of West Comprehensive Wastewater daily processing capacity of Impact Report of TP 0.985 mg/L, TN 0.36mg/L, Pollutants from Road, Discharge Standard (GB8978-1996) unstructured emission of Phase I is 160,000 m3/d. The the project. In June ＜＜ Urban Wastewater Yinzhou are applied to the total phosphor exhaust gas of the plant all Cr VI 4.0μg/L, total lead 9 daily processing capacity of 2009, the Treatment Plants / District. discharge concentration. Tail water is meet Class II criteria of 1.0μg/L, total mercury ＜ Phase II is 80,000 m3/d. The Environmental (GB18918-2002). Completed discharged into Fenghua River. planned total processing Protection Bureau Emission Standard for 0.05μg/L, total chromium ＜ Concentrations of and put Deodorized exhaust gas reaches capacity is 400,000 m3/d. An of Ningbo issued Odorous Pollutants 0.1μg/L, total cadmium ＜ all 12 tested items into Class II criteria for atmospheric

Ningbo Southern WWTP Southern Ningbo A2/O dephosphorization document YHJ No. (GB14554-93). are within the operation pollutants in Standard for Emission 0.03mg/L, total arsenic ＜ process is used in Phase I. A [2009] 36 in reply maximum in 2006 of Pollutants from Urban Wastewater 0.01μg/L, and fecal coliform 170 multi-mode A2/O blast to the concentration Treatment Plants (GB18918-2002). aeration biological Environmental units/L, all of which meet Class I limits on

denitrication and Impact Report of B criteria of Standard for hazardous waste Monitoring reports and online monitoring system monitoring online and reports Monitoring dephosphorization process is Phase II works of Emission of Pollutants from leachate in

used in Phase II. A combined the project. Urban Wastewater Treatment Criteria for ntal Protection in August 2008 (Monitoring organization ntal for Protection in August 2008 acceptance organization (Monitoring “bio-filter + micro-flocculation Plants. Identifying filtration” process is used to Hazardous Waste treat reclaimed water. – Identifying

Corrosiveness. .

Passed Passed environmental acceptance Environme inspection administered inspection: National Environmental Protection by Monitoring Station of China Ministry Province) Zhejiang of Center Monitoring Environmental and of

Location Recently monitored results of pollutants

EIA & and

No. Overview Waste treatment government's e Data Solid waste Underground water ental ental name constructio Waste gas monitoring Wastewater monitoring

Project Project approval Source monitoring monitoring

acceptanc Environm n time inspection In July 2005, the Covers a land area of 40,000 Environmental Emission limits on atmospheric m2. Serves the entire Protection Bureau pollutants from hazardous waste municipality of Ningbo. The of Ningbo issued incinerators in Standard for Control hazardous waste incinerating document YJH of Hazardous Waste Incineration capacity is up to 3000t/a. The [2005] 64 in reply (GB18484-2001) are applied to the

comprehensive hazardous to the waste gas emission of industrial organic solvent recycling Environmental waste incinerators. Emission Arsenic, Cr VI, capacity is 25000 t/a. Impact Report of Standard for Atmospheric Pollutants fluorides, cyanides, Supporting projects such as Phase I Works of from Industrial Furnaces and Kilns mercury, nitrates, polluted soil thermal Ningbo Chemical (GB9078-1996) and Class II criteria ammonia, Ferrum, desorption restoration, packing Industry Park of Comprehensive Emission Standard nickel, copper, zinc, and barrel cleaning & restoration, Comprehensive for Atmospheric Pollutants (GB1 lead levels all meet active carbon regeneration, and Industrial Waste 6297-1996) are applied to the waste Class IV criteria of wastewater treatment station Utilization Project. Maximum emission Located in gas emission of hot blast stoves. GB/T14848-1993 have been constructed. The In October 2008, concentrations of SO2, soot, Xiepu Class II criteria of Comprehensive Quality Standard for company has obtained a the Environmental and NOx in the boiler waste

Town of Emission Standard for Atmospheric Ningbo) of Center Monitoring Underground Water. pH value at the discharge outlet processing capacity of about Protection Bureau chemical Pollutants (GB1 6297-1996) are gas are respectively Monitored data is quite 30,000 t/a, most of which is of Ningbo issued 3 3 is 7.20. Daily average maximum industry applied to the waste gas emission due 194mg/m , 73.4mg/m , and consistent with the 10 achieved through physical and document YHB concentration of CODCr131mg/L / park of to solvent recycling and containing 144mg/m3, all of which meet overall monitored data

chemical treatment. Rotary No. [2009] 9 in Reports Ningbo. cleaning. Class II limits for plant meets the standard of Ningbo of underground water in kiln high-temperature reply to the Monitoring Standard for Pollution Put into boundaries in Emission Standard for Aipu WWTP on incoming water. the park. Generally, incinerating facilities and Environmental Control of Hazardous Waste operation Odorous Pollutants (GB14554 -93) chloride ion organic solvent distillation Impact Form of Incineration in 2006 are applied to odor. The maximum concentration is high in equipment – the most Waste Organic permissible emission concentrations (GB18484-2001) underground water in advanced processing Solvent Treatment for Class I pollutants in Table 1 of the region. Therefore techniques in China – were Equipment Comprehensive Wastewater the underground water

Ningbo Dadi Environmental Protection Co., Ltd Co., Protection Environmental Dadi Ningbo introduced during Phase I for Technological Discharge Standard (GB 8978 -1996) can be considered as the safe and effective treatment Transformation are applied to Class I pollutants in saline water which is and utilization of hazardous Project. In June wastewater. Other wastewater is not suitable for waste. Electrolytic chlorination 2012 the pre-treated in the plant and then utilization. process is used for chlorination Retrospective treated at Ningbo Aipu WWTP to Environmental inspection: acceptance for and cyanide breaking in order Environmental reach Class II criteria of to process cyanide-containing Impact Report of Comprehensive Wastewater wastewater in a harmless way. the company was Discharge Standard (GB 8978 -1996) Waste particulate active carbon approved by before being discharged into the is put to desorption; activated Environmental nearby sea.

carbon is reused. Protection Bureau 2007 and 2009 (Acceptance Document No.: YHY [2007] 51 and YHY [2009] 5; 5; [2009] YHY and 51 [2007] YHY No.: Document (Acceptance 2009 and 2007 organization Monitoring of Ningbo. in Ningbo of Bureau Protection Environmental by administered inspection acceptance environmental Passed

Location Recently monitored results of pollutants

EIA & and

No. Overview Waste treatment government's e Data Solid waste Underground water ental ental name constructio Waste gas monitoring Wastewater monitoring

Project Project approval Source monitoring monitoring

acceptanc Environm n time inspection Covers a land area of about 27.16hm2. Serves some areas

of Sanjiang region and Beilun region. Sanjiang region includes Gaoxin District, some areas of Dongbu New Downtown, Yinzhou Zhongxincheng (east of Tongsan National Highway), pH value at the main wastewater Dongqian Lake Area In June 2008, the discharge outlet is 7.59.03~7.68.

Located in (including Dongwu Town, Environmental The maximum daily average Xiaogang, Wuxiang Town, Yunlong Protection Bureau concentrations of other indexes Tail water reaches Class I B criteria Beilun Town, and Hengxi Town); are respectively: of Ningbo issued

of Standard for Emission of District. Beilun region includes document YHJ No. CODCr47.2mg/L, NH3-N Completed Jiangnan region and Xiaogang Pollutants from Urban Wastewater 0.38mg/L, TP 0.298mg/L, and 11 [2008] 17 in reply / / / in 2011 region west of the mountain. Treatment Plants (GB18918-2002) SS 34mg/L; chlorides, and The total service area is about to the Reports nitrobenzene, anilines, total before being UV sterilized and Monitoring Environmental currently 230km2. The long-term discharged into Yongjiang River. nickel, and total cadmium are not in pilot controlling capacity is 400,000 Impact Report of detected. All indexes meet Class Ningbo Xinzhou WWTP Xinzhou Ningbo operation. m3/d. The short-term Phase I works of I B criteria of Comprehensive processing capacity is 160,000 the project. Wastewater Discharge Standard m3/d. A multi-mode A2/O (GB8978-1996). process with biological denitrication and dephosphorization is used to treat wastewater. Mechanical thickening is used for sludge treatment. Dehydrated sludge yet inspection acceptance for ready not and operation pilot in Currently is transported to a thermal power plant for incineration.

4 4 Survey and Assessment of Current Environmental Quality

4.1 SURVEY AND ASSESSMENT OF THE CURRENT ATMOSPHERIC ENVIRONMENT QUALITY

4.1.1 Data Analysis of Atmospheric Environment Quality over the Years

1) Normal atmospheric pollutants

According to the analysis of routine monitoring data over the years, the environmental air quality of Ningbo remained on an overall good level between 2006 and 2011, with the annual average of SO2, NO2 and PM10 of each automatic monitoring station reaching Grade II of Environmental Air Quality Standard (GB3095-1996), with PM10 as the main pollutant. In terms of tendency over the years, the environmental air quality between 2006 and 2011 shows improvement in general, with the annual average of conventional atmospheric pollutants remaining on the same level as that of 2010. Analyzed in daily average, SO2 has not exceeded the permissible level while the over limit rates of NO2 and PM10 are respectively 0.2% and 12.5%, the maximum times of exceeding standard are respectively 0.15 and 2.3.

2) Specific atmospheric pollutants

The evaluation is based on H2S and NH3 in the monitoring data for environmental evaluation of certain construction projects in the core urban areas of Ningbo. The monitoring sites are Longsai Hospital, Environmental Monitoring Station of Zhenhai District, Beilun Water Plant, Ningbo University and Zhonggongmiao High School. The 3 monitoring results show that no H2S is detected (the detection limit is 1.0μg/m ) and that NH3 in none of the monitoring sites in Zhenhai District in the summer of 2009 has exceeded the limit; the primary concentration range is <0.02~0.185 mg/m3, the pollution index range is <0.1～0.925 and the maximum ratio of concentration to the standard is

92.5%. In the summer of 2010, no H2S is detected and the monitoring data of NH3 is absent in Beilun. In Zhonggongmiao High School, the detected value of H2S is below 0.003 mg/m3, with the pollution index below 0.3. Such substance is not detected in Ningbo University; while in the above two monitoring sites, the primary concentration range of 3 NH3 is <0.02~0.021mg/m while the pollution index range is <0.1 and the maximum ratio of concentration to the standard is 10.5%.

Besides, according to Environmental Quality Report of Ningbo (2006—2010), H2S as a specific air pollutant in the area is not detected; while NH3-N is detected but within the permissible limit.

4.1.2 Monitoring and Assessment of Current Atmospheric Environment Quality

For more detailed knowledge of the current environmental air quality of the project area, we have appointed Shanghai Chemical Environmental Monitoring Station to monitor the current atmospheric environment quality of the project location.

1) Distribution of monitoring sites

Monitoring sites are located in three classification Transfer Stations respectively in Jiangdong District, Jiangbei District and Yinzhou District as well as in kitchen waste treatment plant. Two monitoring sites are set in each of the above locations. See Error! Reference source not found.~Error! Reference source not found. for details.

2) Monitoring factors

H2S and NH3 are monitored in the three classification Transfer Stations; SO2, NO2, PM10, H2S and NH3 are monitored in kitchen waste treatment plant, with routine meteorological parameters including wind direction, wind velocity, atmospheric pressure, etc. monitored.

3) Time and frequency of monitoring

For SO2, NO2 and PM10, the daily average is monitored for seven days.

For NH3, H2S, the concentration is monitored four times a day respectively at 02:00, 08:00, 14:00 and 20:00 for seven days.

4) Results of monitoring and assessment

Single contamination index method is adopted for assessment of the current air quality of the assessed area. Results of monitoring and assessment are shown in Table 4.1-1 and Table 4.1-2.

As is shown in Table 4.1-1, the daily average concentration of the three normal contaminants, i.e. SO2, NO2 and PM10 in the two monitoring sites at the kitchen waste treatment plant comply with Grade II of Environmental Air Quality Standard (GB3095-2012).

As is shown in Table 4.1-2, except for the excessive amount of H2S observed in the two monitoring sites at the kitchen waste treatment plant, the primary concentration of H2S and NH3 in all other monitoring sites are below the maximum permissible concentration of hazardous substances in the atmosphere in residential communities as stipulated in Sanitary

Standards for Industrial Enterprises (TJ36-79). The primary H2S concentration ranges of Rongfeng Village and Bailiang Village near the kitchen waste treatment plant are respectively 0.001~0.011mg/m3 and 0.002~0.012mg/m3; the pollution indexes are respectively 0.1~1.1 and 0.2~1.2; the excess ratios are respectively 7.14% and 3.57% while the maximum ratios of concentration to the standard are respectively 0.1 and 0.2. The cause of such excess is that the planned selected is adjacent to the domestic waste landfill site of 100

Yinzhou District to the southwest where the odorous gas generated during its operation affects the surrounding atmospheric environment to a certain degree.

Table 4.1-1 Table of Monitoring and Assessment Results of Current Normal Atmospheric Pollutants at the Kitchen Waste Treatment Plant Sampling Category SO NO PM point 2 2 10 Daily average range 3 ＜0.006~0.007 0.011~0.034 0.03~0.125 (mg/m ) Pollution index ＜0.04~0.047 0.138~0.425 0.2~0.833 Rongfeng Village Excess ratio(%) 0 0 0 Maximum ratio of concentration to the 0 0 0 standard Daily average range 3 ＜0.006~0.01 0.013~0.032 0.023~0.094 (mg/m ) Pollution index ＜0.04~0.067 0.163~0.4 0.153~0.627 Bailiang Village Excess ratio(%) 0 0 0 Maximum ratio of concentration to the 0 0 0 standard

Table 4.1-2 Tables of Monitoring and Assessment Results of Current Specific Atmospheric Pollutants at Each Planned Project Site and Adjacent Sensitive Points Sampling Category H S NH point 2 3 Primary concentration range 3 ＜0.001~0.009 0.01~0.08 Planned site (mg/m ) at Jiangbei Pollution index ＜0.1~0.9 0.05~0.4 Transfer Excess ratio(%) 0 0 Station Maximum ratio of concentration 0 0 to the standard Primary concentration range 3 ＜0.001~0.007 0.01~0.07 (mg/m ) Xiashen Pollution index ＜0.1~0.7 0.05~0.35 Village Excess ratio(%) 0 0 Maximum ratio of concentration 0 0 to the standard Primary concentration range 0.001~0.011 0.01~0.09 (mg/m3) Rongfeng Pollution index 0.1~1.1 0.05~0.45 Village Excess ratio(%) 7.14 0 Maximum ratio of concentration 0.1 0 to the standard Primary concentration range 0.002~0.012 0.01~0.08 (mg/m3) Bailiang Pollution index 0.2~1.2 0.05~0.4 Village Excess ratio(%) 3.57 0 Maximum ratio of concentration 0.2 0 to the standard Planned site Primary concentration range 3 ＜0.001~0.006 0.02~0.08 at Yinzhou (mg/m ) Transfer Pollution index ＜0.1~0.6 0.1~0.4

101

Sampling Category H S NH point 2 3 Station Excess ratio(%) 0 0 Maximum ratio of concentration 0 0 to the standard Primary concentration range 3 ＜0.001~0.006 0.01~0.07 (mg/m ) Dingqiao Pollution index ＜0.1~0.6 0.05~0.35 Village Excess ratio(%) 0 0 Maximum ratio of concentration 0 0 to the standard Primary concentration range 3 ＜0.001~0.004 0.03~0.09 Planned site (mg/m ) at Jiangdong Pollution index ＜0.1~0.4 0.15~0.45 Transfer Excess ratio (%) 0 0 Station Maximum ratio of concentration 0 0 to the standard Primary concentration range 3 ＜0.001~0.008 0.02~0.08 (mg/m ) Pollution index ＜0.1~0.8 0.1~0.4 Langqin Sea Excess ratio (%) 0 0 Maximum ratio of concentration 0 0 to the standard

4.2 SURVEY AND ASSESSMENT OF THE CURRENT SURFACE WATER ENVIRONMENT QUALITY

Monitoring data in Environmental Quality Report of Ningbo (2006—2010) and Environmental Quality Report of Ningbo (2011) are applied here with average composite index (P value) method adopted to conduct an analysis of the variation trend and current situation of the surface water environment quality of Ningbo. Considering the location of transfer stations in each district and the kitchen waste treatment plant, the water quality of seven sections, namely, Sanjiangkou, Zhangjianqi, Waiyoushan of Yongjiang River, Fanshidu of Fenghua River and Liangqiao, Yunlong and Wangchun of the river network. Details are provided in Table 4.2-1~4.2-2.

Analyzed from the monitoring results, the water quality of Sanjiangkou cross-section, Zhangjianqi cross-section and Waiyoushan cross-section of Yongjiang River between 2006 and 2011 were rated as Category IV which met the criteria for Category IV water quality in functional zones; Fanshidu cross-section of Fenghua River is rated as Category IV; Liangqiao cross-section of Yiniang River is graded between Category III and V; Yunlong cross-section of Yindong river network is graded between IV and below V; while Wangchun cross-section of Yinxi river network is graded as worse than Category V, all failing to meet the objective of Category III water quality. The Yinjiang River and river network in Yinzhou Plains may have been severely affected by domestic and rural non-point source pollution, with multiple causes of excessive pollutants in surface water including underdeveloped domestic sewage treatment capacity in rural regions, underperformance in advanced sewage treatment in certain WWTPs, high concentration of 102 drainage, etc.

An analysis of the types of pollutants show that major pollutants of surface water in

Ningbo city are petroleum pollutants, NH3-N, TP and CODMn. Major pollutants of Yongjiang River in 2011 are petroleum pollutants, NH3-N and CODMn; major pollutants of Fanshidu section of Fenghua River are petroleum pollutants, TP and NH3-N; major pollutants of Liangqiao section of Yinjiang River are petroleum pollutants and TP while major pollutants of Yunlong section of Yindong river network are CODMn and petroleum pollutants.

From the perspective of interannual variations, the composite pollution index of Sanjiangkou, Waiyoushan and Fanshidu sections shows a year-on-year increase from 2006 to 2010 and a decrease in 2011; while the composite pollution index of Liangqiao, Yunlong and Wangchun sections shows an overall decrease from 2006 to 2011 with improvement in water quality. An analysis of the variation trend of major pollutants shows that the main cause for the increase in the composite pollution index of Yongjiang River is the increase in petroleum pollutants while the annual average concentration of NH3-N, CODMn and TP all manifest a decreasing momentum annually.

According to Environmental Quality Report of Ningbo (2006—2010), during the 11th 5-year plan period, the deterioration of surface water quality in the city has been contained with improvement in certain areas. Table 4.2-1 Results of Surface Water Quality Monitoring of Project Areas from 2006 to 2011 River Section 2006 2007 2008 2009 2010 2011 Objective Sanjiangkou Ⅳ Ⅳ Ⅳ Ⅳ Ⅳ Ⅳ Ⅳ Yongjiang Zhangjianqi Ⅳ Ⅳ Ⅳ Ⅳ Ⅳ Ⅳ Ⅳ River Waiyoushan Ⅳ Ⅳ Ⅳ Ⅳ Ⅳ Ⅳ Ⅳ Fenghua Fanshidu Ⅳ Ⅳ Ⅳ Ⅳ Ⅳ Ⅳ III River Yinjiang Liangqiao V Ⅳ Ⅳ III III V III River Yindong River Yunlong Below V V V V Ⅳ Ⅳ III Network Yinxi River Wangchun Below V Below V Below V Below V Below V / III Network

103

Table 4.2-2 Surface Water Quality Assessment of Project Areas from 2006 to 2011 2006 2007 2008 2009 2010 2011 River Surface Major pollutants P Major pollutants P Major pollutants P Major pollutants P Major pollutants P Major pollutants P Petroleum 3.4 Petroleum 4.2 Petroleum 4.6 Petroleum 5.6 Petroleum 7.6 Petroleum 7.4

Sanjiangkou CODMn 0.67 1.03 NH3-N 0.49 1.24 CODMn 0.56 1.39 NH3-N 0.49 1.47 NH3-N 0.5 1.69 NH3-N 0.49 1.47

DO CODMn 0.49 NH3-N 0.49 CODMn 0.47 CODMn 0.48 BOD 0.48 Petroleum 2.8 Petroleum 3.4 Petroleum 3.8 Petroleum 5 Petroleum 6.8 Petroleum 6.8 Yongjiang Volatile Zhangjianqi NH3-N 0.47 0.67 0.4 0.85 NH3-N 0.47 0.97 NH3-N 0.42 1.07 NH3-N 0.44 1.27 NH3-N 0.38 1.08 River phenols Volatile 0.2 NH -N 0.37 pH 0.36 pH 0.37 pH 0.42 phenols 3 Petroleum 2 Petroleum 2.8 Petroleum 3.2 Petroleum 4 Petroleum 5.2 Petroleum 4.8

Waiyoushan NH3-N 0.45 0.48 pH 0.37 0.67 TP 0.47 0.78 pH 0.39 0.89 pH 0.44 0.94 NH3-N 0.3 0.77

NH3-N 0.28 pH 0.46 NH3-N 0.36 NH3-N 0.34 Petroleum 3 Petroleum 2.6 Petroleum 3.4 Petroleum 4.2 Petroleum 6.8 Petroleum 5.4 Fenghua Fanshidu COD 0.82 0.78 TP 0.98 1.02 NH -N 0.67 1.1 TP 0.52 1.22 TP 0.5 1.44 TP 0.5 1.35 River Mn 3 NH3-N 0.49 NH3-N 0.49 TP 0.5 NH3-N 0.49 NH3-N 0.5 NH3-N 0.49

Petroleum 1.8 Petroleum 1.2 NH3-N 0.66 Petroleum 1.8 Yinjiang Liangqiao Fluorides 0.81 0.78 NH -N 0.91 0.53 Petroleum 0.4 0.52 TP 0.76 0.68 River 3 BOD 0.5 TP 0.47 pH 0.38 Yindong NH3-N 4.17 NH3-N 3.16 NH3-N 2.14 TP 2.15 NH3-N 1.05 CODMn 0.41 River Yunlong Petroleum 1.8 1.19 Petroleum 1.8 0.95 TP 2.07 0.94 NH3-N 2.11 0.75 Petroleum 0.6 0.61 Petroleum 0.2 0.48 Network BOD 1.47 BOD 1.49 Petroleum 1.6 Petroleum 1.6 pH 0.4 Yinxi NH3-N 10.1 NH3-N 10.3 NH3-N 7.52 NH3-N 8.11 NH3-N 7.73 River Wangchun Petroleum 3 1.64 Petroleum 3.4 2.43 Petroleum 3.4 2.02 TP 2.95 1.42 TP 3.45 1.48 Network DO BOD 2.18 TP 2.88 Petroleum 2 Petroleum 1

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4.3 SURVEY AND ASSESSMENT OF THE CURRENT ACOUSTIC ENVIRONMENT QUALITY

4.3.1 Data Analysis of Acoustic Environment Quality over the Years

An analysis of the acoustic environment of the urban area of Ningbo is conducted with citations of monitoring data from Environmental Quality Report of Ningbo (2006—2010) and Environmental Quality Report of Ningbo (2011).

The measured value range of environmental noise in urban area of Ningbo from 2006 to 2011 is between 53.2~54.5dB, with an average value of 53.6dB. Equivalent sound levels in industrial zones, mixed zones, residential & education zones and zones on both sides of artery traffic are generally within limit in daytime but mostly exceed the limit in nighttime (see Table 4.3-1 for details). The road traffic noise of the urban area of Ningbo remains at a comparatively stable level around 69dB (see Table 4.3-2 for details). Table 4.3-1 Results of Noise Monitoring in Urban Areas of Ningbo from 2006 to 2011 LAeq(dB) Residential & Along artery Zone Mixed zone Industrial zone Air noise education zone traffic Item Ld Ln Ld Ln Ld Ln Ld Ln Ld Ln Standard value 55 45 60 50 65 55 70 55 — — 2006 52.9 47 54.9 49.4 61.4 55.2 68 64.8 63.8 60.5 2007 54.7 48.7 54.4 48.7 60.8 54.2 68.6 64.2 65.8 61.9 2008 53.6 47.9 54.6 49.5 60.8 54.9 68.4 64.2 64.8 61.7 2009 54.5 48.8 55.4 49.4 62 54.7 68.5 64.5 65.9 61.7 2010 53.4 47.2 54.3 50.4 59.1 52.6 68.2 64.9 64.8 61.5 2011 53.8 47.9 55.1 49.6 61.4 55.4 68.7 64.5 66.9 63.8 Average value 53.8 47.9 54.8 49.5 60.9 54.5 68.4 64.5 65.3 61.9

Table 4.3-2 Statistics of Results of Urban Road Traffic Noise Monitoring in Ningbo from 2006 to 2011 Road section Number of Road length Traffic load LAeq exceeding the Year monitoring limit sites km Vehicles/h dB km 2006 113 104.256 1728 68.2 23.905 2007 113 104.256 1859 68.4 18.481 2008 113 104.256 2066 68.5 22.708 2009 113 104.256 1705 68.9 23.745 2010 113 104.256 2065 69.1 27.306 2011 113 103.5 1991 69.3 31.14

4.3.2 Monitoring and Assessment of the Current Acoustic Environment Quality

1) Monitoring plan

Monitoring sites: Jiangdong Transfer Station, Jiangbei Transfer Station, Yinzhou Transfer Station, Haishu Transfer Station and Kitchen Waste Treatment Plant. Locations of the above monitoring sites are shown in FigureError! Reference source not found.~Error! Reference source not found.. 182

Monitoring frequency: One-day monitoring: once in daytime and once in nighttime.

Monitoring factor: equivalent sound level Leq。

2) Monitoring results and assessment

Monitoring results show that nighttime equivalent sound level of Yinzhou Transfer Station is 51.1dB, slightly exceeding the limit as the planned location is adjacent to Ningbo Ring Expressway and Xinning Road with its acoustic environment affected by the road noise; while the daytime and nighttime environmental noise of all other monitoring sites meet the correspondent standards in Urban Area Environmental Noise Standard (GB3096-2008). The traffic noise measured in Miaohong Road to the west of the planned location of Haishu Transfer Station is respectively 67.1 dB and 60.2dB in daytime and nighttime. Its daytime noise meets Category 4a Standard in Urban Area Environmental Noise Standard (GB3096-2008) while its nighttime noise exceeds the limit. See Table 4.3-3 and Table 4.3-4 for details. Table 4.3-3 Results of Current Noise Monitoring in Planned Location of Each Site Equivalent sound level Source of Time of Wind velocity dB(A) Location of monitoring site noise monitoring (m/s) Measured Standard value value Planned site at Jiangbei Transfer Daytime 3.1 49.4 65 Environment Station Nighttime 2.3 46.3 55 Environment Daytime 2.5 55.7 65 Xiashen Village Nighttime 1.7 49.8 55 Environment Daytime 3.5 44.9 65 Rongfeng Village Nighttime 2.5 41.5 55 Environment Daytime 2.1 52.6 65 Bailiang Village Nighttime 2.1 47.7 55 Planned site at Yinzhou Transfer Environment Daytime 3.7 55.6 60 Station Nighttime 2.7 51.1 50 Environment Daytime 2.3 50.2 60 Dingqiao Village Nighttime 1.8 43.4 50 Planned site at Jiangdong Environment Daytime 3 49.2 60 Transfer Station Nighttime 2.7 45.8 50 Langqin Sea Residential Environment Daytime 2.7 50.5 60 Community Nighttime 2.8 43.8 50

Table 4.3-4 Results of Current Noise Monitoring at Haishu Transfer Station Wind Measured value Leq dB(A) Location of monitoring Source of Time of velocity site noise monitoring L L L Leq (m/s) 10 50 90 Daytime 2.6 59.2 53.7 48.3 56.5 Planned site Environment Nighttime 1.5 48.1 42.7 41.2 46.7 Daytime 2.7 70.9 59.9 51.7 67.1 Miaohong Road Traffic Nighttime 1.6 61.4 49.2 41.7 60.2

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4.4 SURVEY AND ASSESSMENT OF THE CURRENT ECOLOGICAL ENVIRONMENT

For the knowledge of the current ecological environment of the area, an ecological survey is conducted in the areas where Jiangbei Transfer Station, Yinzhou Transfer Station and Kitchen Waste Treatment Plant.

4.4.1 Background of Surveyed Areas

The location of Jiangbei Transfer Station is originally a natural village, with most of its residents relocated due to the planning and construction of the Investment and Entrepreneurship Park of Jiangbei District. The area covered in the current survey is located in the northwest of Xishao Village (29°56′N, 121°31′E), featuring primitive rural structure with some residents. The survey sites are adjacent to the inner river featuring typical river ecology, with a great variety of exuberant vegetation in the surroundings. The survey site is divided by the road into two zones: S1 covers an area of approximately 19.1 mu while S2 covers an area of approximately 13.2 mu. The entire surveyed area is approximately 32 mu with the details provided in Figure 4.4-1.

The ecological survey of the area planned for Yinzhou Transfer Station is located under the overpass bridge of Ningbo Ring Expressway and beside Xinning Road (29°47′N, 121°34′E), which can be divided into two major blocks S1 and S2; the former is estimated to cover an area of 42 mu and the later 35.4 mu, totaling at 75 mu approximately. See FigureFigure 4.4-1 for details. The surveyed area is close to the inner river and is identified as river ecology; yet the current ecological environment is completely damaged with massive foundation silt in the area. The vegetation mainly consists of exuberant weeds and goldenrods while camphor is the only type of tree.

Kitchen waste treatment plant is located in the south of Dongqiao Town, Yinzhou District (29°45′N, 121°22′E). The area of the current ecological survey is the planned location of the kitchen waste treatment plant covering an area of approximately 45 mu, featuring typical rural environment where the ecological environment is in a good state with no enterprise of heavy pollution in the surroundings. See Figure 4.4-1 for details.

4.4.2 Time of Survey

Jiangbei Transfer Station: 13:30—15:30, September 25, 2012

Yinzhou Transfer Station: 10:30—13:30, October 2, 2012

Kitchen Waste Treatment Plant: 11:30—16:30, October 20, 2012

4.4.3 Methods of Survey

The survey is conducted following the procedures below, with Wild Resource Plant Survey Handbook (edited by Chen Yanzhuo) as reference:

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(1) Zoning for sampling, with the zones and sampling spots illustrated in Figure 4.4-1;

(2) Photograph (individual and group)

(3) Sampling;

(4) Identification based on Plant Manual of Zhejiang.

Scope of ecological survey at Jiangbei Transfer Zoning and sampling spot selection Station

Scope of ecological survey at Yinzhou Transfer Zoning and sampling spot selection Station

Scope of ecological survey at Kitchen Waste Zoning and sampling spot selection Treatment Plant Figure 4.4-1 Scope of ecological survey, zoning and sampling spot selection

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4.4.4 Results of Survey

1) Jiangbei Transfer Station

33 genuses belonging to 25 families are discovered in the survey of terrestrial plants in this area; of which compositae and poaceae plants are the most varied, respectively including 3 and 5 genus; while other plants are of uniform variety. The families and distribution frequencies are listed in Table 4.4-1 while the distribution of certain high-frequency plants is illustrated in Figure 4.4-2. Table 4.4-1 List of Plants Surveyed in Planned Site Area of Jiangbei Transfer Station Distribution Family Genus Species Latin name Frequency Symbol area Eclipta prostrata (L.) Compositae False daisy L., E. alba (L.) 1；2；3 ++ Eclipta Hassk. Compositae Solidago L. Golden rod Solidago canadensis L 1；2；3 ++++ ● Kalimeris Indian Kalimeris indica (L.) 2；3 + Cass Kalimeris Herb Japanese A.japonic(Thunb.) Vitaceae Cayratia 1；2；3 ++++ ○ Cayratia Herb Gapnep Calystegia hederacea Convolvulaceae Calystegia Calystegia 3 ++ Wall India Rorippa indica Cruciferae Rorippa 3 ++ Yellowcress (Linn.)Hiern Meliaceae Melia Melia azedarach Melia azedarach Linn. 2 + Phytolaccaceae Pokeweed Pokeweed Pokeberry Root 2 + Kochia Roth Belvedere Kochia scoparia 2 ++ Alternanthera Amaranthaceae Alternanthera Alligatorweed philoxeroides(Mart.) 1；2；3 ++++ ★ Griseb. Poisonous Ranunculaceae Ranunculus RanunculussceleratusL 2；3 + buttercup Moraceae Humulus Japanese hop Humulus japonicus 1；2；3 ++++ △ Zizania latifolia Zizania Wild rice stem 2 +++ (Griseb.) Stapf Arundo Giantreed Arundo donax Linn. 1；2；3 +++ Paspalum Knotgrass Paspalum distichum L 1；2；3 ++++ ◇ Poaceae Green Setaira Setaria 1；2；3 ++++ ◆ bristlegrass viridis(L.)Beauv Digitaria sanguinalis Digitaria Hairy finger 1；2；3 +++ (L．)Scop Menispermaceae Stephania Japan Stephania Stephania japonica 2；3 +++ ■ Acalypha australis Euphorbiaceae Acalypha Copperleaf 2 ++ Linn Bottle Brush Equisetaceae Equisetum Bottle Brush Herb 2 ++ Herb Herba Solani Solanaceae Solanum S.nigrum Linn 2 ++ Nigri Polygonum orientale Polygonaceae Polygonum Prince's Feather 2；3 ++ Linn. Sphagnum (peat Sphagnaceae Sphagnum L. Herba Sphagni 1；2；3 ++++ ▽ moss) Oxalidaceae Oxalis Creeping Oxalis Oxalis pes-caprae L. 2 ++ 182

Distribution Family Genus Species Latin name Frequency Symbol area C.moschata(Duch.ex Cucurbitaceae Cucurbita Pumpkin Lam)Duch.ex 2 + Poiret Metasequoia Metasequoia Taxodiaceae Metasequoia glyptostroboides Hu et 2 ；3 ++ glyptostroboides Cheng Broad-leaf Ligustrum Ligustrum lucidum 2 + Privet Oleaceae Osmanthus Osmanthus O.asiaticus Nakai 2 + asiaticus Nakai Broussonetia Broussonetia Broussonetia Paper mulberry 2；3 ++ papyrifera Vent. papyrifera Meliaceae Toona Chinese Toona Toona sinensis.A.Juss 2 + Rosa Amygdalus Peach tree Prunus persica 2 + Cinnamomum Lauraceae Cinnamomum Camphor tree 2 + camphora (L.) Presl. Salicaceae Populus Poplar Populus bonatii Levl 1 ++

Figure 4.4-2 Distribution Map of Certain High-Frequency Plants in Planned Site Area of Jiangbei Transfer Station

2) Yinzhou Transfer Station

Due to overall damage of the ecological environment in this area, only 21 wild species belonging to 20 genuses of 11 families are found in the survey. Green-leaf vegetables, Chinese onions, pumpkins, carrots, vegetable soybeans, towel gourds, among others, as well as crops including rice and corn, are planted in the surrounding fields. See Table

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Table 4.4-2 and Figure 4.4-3 for details.

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Table 4.4-2 List of Plants Surveyed in Planned Site Area of Yinzhou Transfer Station Family Genus Species Latin name Distribution area Frequency Symbol Leguminosae Vigna Cowpea Vigna unguiculata (Linn.)Walp 1；2 ++++ ▲ Cocculus Cocculus trilobus Cocculus orbiculatus (Linn) DC. 2 ++ Menispermaceae Menispermaceae Stephania Stephania japonica 1 + Echinochloa Barnyard Grass Echinochloa crusgalli (L.) Beauv. 1；2；3 ++++ △ Lophatherum Lopatherum Herb Herba Lophateri 1；3 ++ Setaria Green bristlegrass Setaira viridis(L.)Beauv 1；2；3 ++++ ● Poaceae Leptochloa Beauv. Semen Euphorbiae Leptochloa 1；2；3 ++ Gramineae Eleusine Goosegrass Eleusine indica 1；2；3 ++++ ○ Arundo Giantreed Arundo donax Linn 1 + Xanthium L. Siberian cocklebur fruit Xanthium sibiricum 2 + Kalimeris Cass Kalimeris indica Kalimeris indica (Linn.) Sch. 1 + Compositae Solidago L. Golden rod Solidago decurrens 1；2；3 ++++ ★ Compositae Lactuca Lactuca indica Mulgedium sibi icum 1；2；3 ++++ ☆ Polygonum Perfoliote Knotweed Herb Polygonum perfoliatum L． 1；2；3 + Polygonaceae Polygonum Prince's Feather Polygonum orientale Linn. 1 + Equisetaceae Equisetum Bottle Herb Bottle Brush Herb 1 + Vitaceae Cayratia Japanese Cayratia Herb A.japonic(Thunb.) Gapnep 1；2；3 ++++ □ Moraceae Humulus Japanese Hop Herb Humulus scandens (Lour.) Merr 1；2；3 ++++ ■ Cyperaceae Cyperus Crushed-rice Flat Sedge Cyperus iria L 1；2；3 +++ Alternanthera philoxeroides(Mart.) Amaranthaceae Alternanthera Alligatorweed 1 +++ Griseb Lauraceae Cinnamomum Camphor tree Cinnamomum camphora (L.) Presl. 1；3 ++

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Figure 4.4-3 Distribution Map of Certain High-Frequency Plants in Planned Site Area of Yinzhou Transfer Station

3) Kitchen Waste Treatment Plant

Survey results show that plant varieties in this area include 88 wild plants belonging to 73 genus of 43 families. As the survey is conducted in autumn, there are abundant varieties of compositae and poaceae plant varieties. Besides wild plants, rice among other crops is planted in the fields. See Table 4.4-3 and FigureFigure 4.4-4 for details.

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Table 4.4-3 List of Plants Surveyed in Planned Area of Kitchen Waste Treatment Plant Family Species Latin name Generic name Distribution area Frequency Symbol Herb of Viscid Germander TeucriumviscidumBl. Agastache 2 + Scabrous Mosla Herb Mosla scabra (Thunb.) C. Y. Wu et H W. Li Mosla 2 + Labiatae Rabdosia amethystoides Rabdosia serra (Maxim.) Hara Rabdosia 2 + Motherwort herb Herba Leonuri Leonurus 2 + Perilla Perilla frutescens Perilla 2 + Pottiaceae Button moss Barbula unguiculata Barbula 2 ++ Euphorbiaceae Chinese Sprangletop Leptochloa chinensis (L．)Nees Leptochloa Beauv. 2 + Silktree Siris Albizzia julibrissin Durazz Albizia 2 + Leguminosae Cowpea Vigna unguiculata (Linn.)Walp Vigna 1,2 + Chinese redbud Cercis chinensis Bunge Cercis 2 + Menispermaceae Cocculus trilobus Cocculus orbiculatus (Linn．) DC. Cocculus 2 ++ Pieris multifida Pieris multifida Pteris 2 + Pteridaceae Spider brake Spider brake Pteris 2 ++ Balsaminaceae Jewelweed Impatiens balsamina Impatiens 2 + Lygodiaceae Lygodium Spora Lygodii Lygodium 2 + Barnyard Grass Echinochloa crusgalli (L.) Beauv. Echinochloa 1,2,3 +++ Lophatherum herb Herba Lophateri Lophatherum 2,3 ++ Henon Phyllostachys glauca McClure Phyllostachys 2 ++++ ○ Phyllostachys praecox CV.Ventricousinternode Phyllostachys 2 ++++ ● Green bristlegrass Setaira viridis(L.)Beauv Setaria 1,2,3 ++++ □ Poaceae Big Bristlegass SetariafaberiiHerrm Setaria 2 ++++ ■ Semen Euphorbiae Leptochloa Leptochloa Beauv. 1,2,3 +++ Goosegrass Ele sine indica Eleusine 1,2,3 ++++ ☆ Coix lacroyma-jobi L. var. ma-yuen (Roman.) Coix Coix 2 ++ Stapf Calabash Lagenaria siceraria Lagenaria 2 + Cucurbitaceae Towel gourd Luffa cylindrica Luffa 2 ++ Japanese Metaplexis Metaplexis japonica Metaplexis 2 + Apocynaceae China Starjasmine Trachelospermum jasminoides Trachelospermum 2 + Ruscaceae Evergreen Rohdea japonica Rohdea 2 + Hamamelidaceae Red after-wood Lorpetalum chindensevar.rubrum Loropetalum 2 ++ Malvaceae Rose mallow Hibiscus syriacus Hibiscus 2 +++

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Family Species Latin name Generic name Distribution area Frequency Symbol Hollyhock Althaea rosea Althaea 2 + Siberian cocklebur Xanthim sibiricum Patr Xanthium 1,3 + Annual Fleabane Erigeron annuus Erigeron 1,2,3 ++ Bidens bipinnata Bidens pilosa Bidens L. 1 + Bevils Beggarticks Bidens frondosa Bidens. L 2 + Pilose Beggarticks Bidens pilosa Bidens. L 2 + Compositae Field Sowthisle Sonchus oleraceus Sonchus. L 1,2,3 +++ Prickly Sowthistle Sonchus asper (L.) Hill Sonchus. L 1,2 + False Daisy Eclipta postrate(L) L,E.alba(L)Hassk Compositae Eclipta 2 +++ Indian Kalimeris Herb Kalimeris indica (Linn.) Sch. Kalimaris 2 ++ Conyza sumatrensis Gynura crepidioides Benth. Gynura Cass. 2 +++ Goldenrod Solidago decurrens Solidago 1,2,3 ++++ △ Indian Lettuce Mulgedium sibiricum Lactucosonchus 1,2 ++++ ▲ Simaroubaceae Heaven tree Ailanthus altissima Ailanthus 2 + Chenopodiaceae Belvedere Fruit Kochia scoparia (L.) Fructus Kochiae 2 ++ Chinaberry tree Melia azedarach Melia 2 ++++ ▽ Meliaceae Melia azedarach Melia azedarach Linn Melia 2,3 ++ Chinese Toona Toona sinensis.A.Juss. Chinese Toona 2 + Giant Knotweed Rhizoma Polygoni Cuspidati Polygonum 2 + Prince's feather Polygonum orientale Linn. Polygonum 2 + Polygonaceae Perfoliote Knotweed Herb Polygonum perfoliatum L． Polygonum 1,2,3 + Cannaceae Canna lily Canna indica Canna 2 + Magnolia grandiflora Magnolia grandiflora linn Magnolia 2 + Magnoliaceae Lily Magnolia Magnolia liliflora Desr. Magnolia 2 + Osmanthus asiaticus Nakai Osmanthus,fragranscv．Latifoliu Osmanthus 2 ++ Orange osmanthus Osmanthus fragrans var. aurantiacus Osmanthus 2 + Oleaceae Broad-leaf Privet Ligustrum lucidum Ligustrum 2 + Sweet olive Osmanthus fragrans var. semperflorens Osmanthus 2 ++ Sphagnaceae Sphagnum (peat moss) Herba Sphagni Sphagnum L. 2,3 +++ Japanese creeper Parthenocissus tricuspidata Parthenocissus 2 ++ Vitaceae Japanese Cayratia Herb A.japonic(Thunb.) Gapnep Cayratia 1,2,3 ++++ ▼ Aceraceae Japanese Maple Japanese Maple Acer 2 ++

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Family Species Latin name Generic name Distribution area Frequency Symbol Lythraceae Crape myrtle tree Lagerstroemia indica Lagerstroemia 2 + Rubiaceae Gardenia Gardenia jasminoides Ellis Gardenia Ellis 2 ++ Rosaceae Redleaf Cherry Plum Prunus ceraifera cv. Pissardii Prunus 2 + Solanaceae Carina S.nigrum Linn Solanum 2 + Japan Arrowwood Viburnum odoratissimu Viburnum 2 ++ Caprifoliaceae Honeysuckle Lonicera japonica Lonicera 2 + Paper mulberry Broussonetia papyrifera Broussonetia 2 + Moraceae Japanese Hop Herb Humulus scandens (Lour.) Merr Humulus 1,2,3 ++++ ¤ Cyperaceae Cyperus iria Cyperus iria L Cyperus 1,2,3 +++ Theaceae Camellia Camellia japonica Camellia 2 + Taxodiaceae Dawn redwood Metasequoia glyptostroboides Hu et Cheng Metasequoia 2 + Bougainvillea Goldraintree Koelreuteria bipinnata Koelreuteria 2 + Sapindaceae Trident maple Acer buergerianum Miq. Acer 2 + China Soapberry Sapindus mukurossi Gaertn Sapindus 2 + Alligator weed Alternanthera philoxeroides(Mart.) Griseb Alternanthera 2,3 ++ Amaranthaceae Amaranth Amaranthus tricolor L. Amaranthus 2 + Berberidaceae Nandina Nandina domestica Nandina 2 + Scrophulariaceae Arab Speedwell Veronica persica Poir. Veronica 2 + Ipomoea triloba Ipomoea triloba Ipomoea 2,3 +++ Convolvulaceae Round leaf sweet potato Ipomoea batatas Lam Ipomoea 2,3 + Ipomoea purpurea Pharbitis purpurea (L.) Voigt Pharbitis 2,3 +++ Urticaceae Nettle Urtica dioica Urtica 2 + Commelinaceae Asiatic dayflower Commelina communis Commelina 2,3 +++ Lauraceae Camphor Tree Cinnamomum camphora (L.) Presl. Cinnamomum 1,2 ++++ ※ Oxalidaceae Creeping oxalis Oxalis corniculata L. Oxalis 2 +++

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Figure 4.4-4 Distribution Map of Certain High-Frequency Plants in the Area of Kitchen Waste Treatment Plant

4.5 SUMMARY

In conclusion, the environmental quality of the current project location area is summarized as follows:

1) Atmospheric environment

Normal monitoring data show that from 2006 to 2011, the annual average value of normal atmospheric pollutants in the project area meets Grade II standard of Environmental

Air Quality Standard (GB3095-1996); among specific atmospheric pollution factors, H2S is undetected while NH3, although detected, has not exceeded the limit. The overall atmospheric environmental quality is good, with PM10 as the main pollutant.

Monitoring data during the environmental assessment show that the current overall environmental quality of each project area is good, with specific pollution factors not exceeding the limit at most monitoring site; H2S detected by the two monitoring sites of the Kitchen Waste Processing Plant has slightly exceeded the limit due to adjacency to domestic waste landfill of Yinzhou District.

2) Surface water environment

Normal monitoring data show that monitored sections of Sanjiangkou and Zhangjianqi of Yongjiang River all meet Grade IV water quality standard while most monitoring sites of Fenghua River and Yinzhou River Network show Category IV—worse than V, failing to meet the standards of Category III water quality standard with considerably severe eutrophication of water body. However, the overall situation was improved in 2011.

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3) Acoustic environment

Monitoring data during the environmental assessment show that except that the noise at the planned location of Yinzhou Transfer Station slightly exceeds the limit in nighttime, the environmental noise of other planned site locations of the project and surrounding sensitive targets all meet Grade II standard.

4) Ecological environment

Survey results show that the total number of plants in the surveyed area of Jiangbei Transfer Station includes 25 families. Due to the season, the dominant species in the area are mainly tall trees including paper mulberry, camphor tree, poplar, dawn redwood, etc. as well as gramineous plant green bristlegrass, vitaceous plant Japanese cayratia herb, composite plant goldenrod and amaranthaceous plant alligator weed. Other species, affected by the dominant species, show underdeveloped plants and uneven distribution.

The total number of plants in the surveyed area of the Yinzhou Transfer Station includes 11 families. Due to the season, the dominant species in the area are mainly composite, gramineous and vitaceous plants with camphor tree as the only species of tall tree. Other species, affected by the dominant species, show underdeveloped plant and uneven distribution.

The total number of plants in the surveyed area of the Kitchen Waste Treatment Plant includes 43 families. Due to the season, families with most diversified species are composite and gramineous plants, accounting for 24% of all surveyed species; while other plants are less in variety. As a result of plant number and volume, the dominant species in the area are mainly tall trees including chinaberry tree, paper mulberry and camphor tree, bamboo (tall herbaceous plant) and lianas such as Japanese hop herb and Japanese cayratia herb. Other species, affected by the dominant species, show underdeveloped plants and uneven distribution.

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5 5 Construction Period Environmental Impact Analysis

In the construction period main constructional activities include ground excavation, site preparation, civil construction, equipment installation, building materials transportation and other operations within the range of engineering redline planned land. Factors affecting the environment are: construction noise, dust, construction waste, construction effluent, domestic sewage and waste of construction workers etc. These pollutions and their environmental impacts will be analyzed in the following.

5.1 CONSTRUCTION PERIOD ATMOSPHERIC ENVIRONMENTAL IMPACT

ANALYSIS

Air pollution in the construction process of the project is mainly from the dust of the construction site. In the construction period, operations raising dust are: land leveling, piling, excavation, backfilling, building materials transportation, air storage, disposal and mixing and other processes. The construction fugitive dust will be serious in case of strong wind in the dry season without rain.

According to the relevant literature, the raise dust produced in the construction process by vehicles accounts for more than 60% of total dust. The dust produced by vehicles can be calculated according to the following empirical formula if it is completely dry:

0.85 0.75  v  W   P  Q  0.123      5  6.8   0.5 

Where: Q—— raise dust produced by vehicle, kg/km per vehicle;

v ——vehicle speed, km/h;

W —— Load weight of vehicle, ton;

P ——dust amount on the surface of road, kg/m2

Table 0-1 shows the dust emission produced by a truck of 10t when passing the road with a length of 1km under different cleanliness of the road and at various running speeds of the vehicle. Table 0-2 Vehicle Dust in Conditions of Different Vehicle Speeds and Road Cleanliness (Unit: kg/km per vehicle)

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Dust kg/m2 0.1 0.2 0.3 0.4 0.5 1 Speed km/h 5 0.0511 0.0859 0.1164 0.1444 0.1707 0.2871 10 0.1021 0.1717 0.2328 0.2888 0.3414 0.5742 15 0.1532 0.2576 0.3491 0.4332 0.5121 0.8613 25 0.2553 0.4293 0.5819 0.722 0.8536 1.4355

From Table 5.1-1 we can see that under the same cleanliness of road, the faster the vehicle’s speed, the larger the dust emission; under the same vehicle speed, the larger the dust amount on the road, the larger the dust emission.

Frequent watering the road (4~5 times/ day) in the construction period can reduce about 70% dust and the better dust fall effect will be obtained. See Table 5.1-2 for the test results of dust suppression by watering on the construction site. When the frequency of watering is 4~5 times/ day, the TSP pollution distance caused by the raise dust will be shortened greatly. Even though, the TSP concentration 100m away from the road side still exceeds the Level II standard of Ambient Air Quality Standard (GB3095-1996). Therefore, limiting the speed of construction vehicles and watering regularly and keeping road clean are effective means to reduce the raise dust. Table 0-3 Dust Falling Test Results by Using Watering Cart in Construction Period Distance from the road side (m) 5 20 50 100

TSP No watering 10.14 2.81 1.15 0.86 concentration (mg/m3) Watering 2.01 1.4 0.68 0.6

In the road construction period, another primary source of the raise dust is wind dust of open storage area and bare ground. Due to the construction demand, some building materials need to be stacked temporarily, and the dust will be produced under the conditions of dry climate and winds. The dust emission can be calculated as per the empirical formula of dusting of storage yard:

3 1.023w Q  2.1V50 V0  e

Where: Q ——dusting amount, kg/t/a;

V50——wind speed 50m above the ground, m/s;

V0 —— dusting wind speed, m/s;

W—— moisture rate of dust particle, %.

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The dusting wind speed is related to the moisture rate, hence reducing the open storage area and bare ground as well as ensuring certain moisture content are effective means to reduce wind power dusting. The spread of dust in the air is related to the wind speed and other meteorological conditions, and also related to the fall velocity of dust. See the following Table 5.1-3 for fall velocity of different particle sizes.

Table 0-4 Fall Velocity of Dust Particles with Different Particle Sizes Dust particle-size 10 20 30 40 50 60 70 (μm) Fall velocity (m/s) 0.003 0.012 0.027 0.048 0.075 0.108 0.147 Dust particle-size 80 90 100 150 200 250 350 (μm) Fall velocity (m/s) 0.158 0.17 0.182 0.239 0.804 1.005 1.829

From the table we can see that the fall velocity of dust is increased rapidly with the increment of particle size. When the particle size is more than 250μm, the main scope of influence is in the close range of downwind direction of raise dust producing point, and tiny particle size of dust has greatly impact on the external environment actually. According to different climate conditions in the site operation season, the coverage and direction also differ. According to the analog investigation, the raise dust on the spoil yard exceeds the Level II standard in Ambient Air Quality Standard (GB3095-1996) within the range of 100~150m downwind.

Therefore, accompanying with the construction activities such as civil engineering and disposal and transportation, the raise dust will bring adverse influence on the atmospheric environment around the construction site boundary. The residential areas are distributed around part of the site area, especially the kitchen waste transfer station site selection in Haishu District. The closest sensitive spot is Sunshine Garden at the west side, which is only 50m away and greatly influenced by the construction dust. Therefore, this problem shall be taken into full consideration by the construction unit, taking feasible pollution control measures from aspects such as vehicle running dust, construction site and storage yard dust etc so as to reduce the pollution level to the greatest extent and narrow the sphere of influence.

Atmospheric environmental impact of the construction period is temporary. This impact will be greatly reduced with the implementation of greening etc measures after the completion of construction.

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5.2 ANALYSIS OF WATER ENVIRONMENTAL IMPACT IN CONSTRUCTION

PERIOD

According to the engineering analysis, the wastewater in the construction period is mainly construction effluent and domestic sewage of the construction workers.

1) Domestic Sewage

If the domestic sewage in the construction period is discharged directly, the water pollution around will be easily caused. Use the nearest existing living facilities as much as possible. If the conditions do not permit, temporary WWTP such as temporary toilets, septic tanks etc should be built for disposal and discharging into the nearby Municipal sewage pipe network after reaching the standard. For places to which the pipe can not reach, public sanitation department are entrusted to pump regularly. In this way the impact of domestic sewage in the construction period to the water environment will be relatively small.

2) Construction Wastewater

Construction wastewater is mainly rain sewage (muddy water) generated by the construction site and subgrade and pavement, including the cooling and cleaning water for various construction machinery and equipment, waste water produced by construction site cleaning, building materials cleaning and concrete curing, which contains a certain amount of silt and greasy dirt with the key pollutants of SS, COD, NH3-N, and oils etc. Inflowing of storm sewage into the water with surface runoff may increase the suspended matter, oils, and ozone-depleting substances in the water influencing the water quality.

Construction site wastewater is prohibited from discharging into the water due to large silt content. It is suggested to set open drain around the construction site, thus the running water can be discharged into the municipal sewer after sedimentation. In strict accordance with the soil and water conservation requirements in construction, strictly prohibit pouring construction mud, drill slag and construction waste into the river. The liquid supernatant of construction mud will be discharged after sedimentation in settling pond, and the mud lump will be transported and buried after drying. Strictly inspect the construction machinery to avoid the oils leaking into the water body. After the above measures are ensured, the influence of construction wastewater on the surface water environment can be reduced relatively.

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5.3 CONSTRUCTION PERIOD NOISE ENVIRONMENTAL IMPACT

ANALYSIS

Noise is a major source of pollution in the project construction period. Transport vehicles and construction machinery and equipment used in the construction process, such as piling machines, excavators, bulldozers, transport vehicles etc belong to the noise source. All kinds of construction machinery operating noise values are shown in Table 2.2-2. The scene construction machinery and equipment have higher noise, and in the actual construction process, with a variety of machines working at the same time, noise source radiation superimposed on each other will result in higher noise level and larger radiation scope. The influence of construction noise on the surround sound environment will be evaluated by Construction Site Noise Limits (GB12523-90).

The project is not special project and no special construction machinery is used, and the noise produced by construction machinery used in the construction process is low and medium frequency noise, therefore only diffusive attenuation will be considered when forecasting, namely select prescheme:

L2=L1-20lgr2/r1 (r2>r1)

Where: L1, L2 are equivalent A sound level [dB(A)] away from the sound sources r1, r2;

r1, r2 are the distances of receiving points to the sound source (m). The value △L which is reduced with the increment of distance of noise can be deduced from the above formula:

△L=L1-L2=20lgr2/r1 The conditions of the attenuation of noise value with distance can be calculated from the above formula and the results are shown in Table 0-1. Table 0-1 Attenuation Relationship of Noise Value with Distance Distance (m) 1 10 50 100 150 200 250 400 600 △L dB(A) 0 20 34 40 43 46 48 52 57

If calculate considering equipment piling machines and excavators with the highest noise in Table 5.3-1, construction noise with distance decay is as shown in Table 5.3-2. Table 0-2 Attenuation of Construction Noise with Distance Distance (m) 10 50 100 150 200 250 300 400 500 Source noise value [dB] 105 91 85 82 79 77 76 73 70 Attenuated noise value [dB] 82 68 62 59 56 54 53 50 47

The calculated results in the above table show that the excessive range of construction

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machinery in the daytime is within 100m. Since the pile driver with high noise is prohibited from constructing at night, as for other construction machinery, they can reach operating noise limit beyond 250m at night. In addition, running of a variety of vehicles in the construction period will also increase the noise level along the road.

The project construction phase noise will inevitably have an impact on the surrounding residential area. Therefore, the construction unit is suggested to take corresponding control measures and reasonably arrange the construction and operation time. In the meanwhile, the construction units should actively carry out the coordination and interpretation work to the Residents' Committee and the surrounding streets to obtain their understanding.

Noise impact of the construction period is temporary. This impact will be no longer in existence after the completion of the construction.

5.4 ASSESSMENT ON SOLID WASTE ENVIRONMENTAL IMPACT IN

CONSTRUCTION PERIOD

The construction period involves the land excavation, road construction, material transportation, foundation engineering, housing construction and other projects, during which it produces a certain amount of abandoned building materials such as sandstone, lime, concrete, waste brick, etc. For the construction waste produced in the construction, the construction unit is responsible to handle the construction waste according to the regulations, and timely organize the clearance and transportation, with assuring the quality and quantity and strictly in accordance with relevant regulations. The conduct of clearance and transportation should avoid the village and other environmental sensitive spots as far as possible, limit the traffic speed and set trumpet limitation sign and take other measures to reduce the traffic noise. If the intensive solid waste storage yard is set up, it should be afforested ecologically soon after the construction is finished, at the same time, the flood control trench should be built to reduce the water loss and soil erosion.

During the construction period, if the domestic waste of constructors is not cleared and transported timely, it will rot and deteriorate, breed mosquito and fly, produce smelly odor, infect diseases, and thus cause an adverse impact on surrounding environment and operating personnel. Therefore, during the construction period of the project, the household waste should be collected specifically and transported regularly to the place designated by sanitation department for disposal. It is strictly prohibited to heap and throw the waste randomly, so as not to destroy the natural landscape or cause the secondary pollution.

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5.5 CONSTRUCTION PERIOD ECOLOGICAL IMPACT ANALYSIS

The impact of the project on ecological environment in the construction period mainly includes the land occupation of construction site, temporary road, material yard, spoil yard, etc, the destruction of construction activities to soil, vegetation and natural ecological environment, and the resulting water loss and soil erosion. Majority of the engineering project is sited on village and farmland, especially on Yinzhou District. The construction activities will destroy the original farmland ecosystem and rural ecology, and have a certain influence on the ecological environment of local scope. When the construction is finished, the site should be cleared, leveled and promptly afforested to reduce the influence.

The scope of water loss and soil erosion includes scope of permanent land, scope of temporary land occupation and scope of soil heap yard. The period and loss situation of water loss and soil erosion are as follows:

Site preparation stage: at this stage, stripping engineering, subgrade engineering, auxiliary engineering grading temporary soil heap and other procedures are conducted. These procedures disturb directly the original landform, destroy the ground vegetation, form a large amount of fresh exposed surfaces in a short time, and thus the intensity of water loss and soil erosion within the region increases rapidly. This is the most severe period of water loss and soil erosion in the engineering area.

Construction period: in this period, excavation, subgrade drainage and protection, site hardening and other procedures are conducted. In the period, though the disturbance to the original landform reduces, it is predicted that there are still a large number of exposed surfaces in the area. Generally, the intensity of soil erosion remains high.

Vegetation recovery period: because the engineering construction has finished, its corresponding disturbance to the earth surface has stopped, and most of land has conducted the surface hardening and engineering protective measures. Compared with the construction period, the intensity of soil erosion in the period reduces significantly. But in the vegetation recovery area, because the totally taking effect of vegetation measures has a certain degree of lag, there still exists a certain degree of water loss and soil erosion in the first year of vegetation recovery period.

The water loss and soil erosion in construction stage may cause regional water pollution and ecological destruction. The constructors should take soil and water conservation measures to reduce the water loss and soil erosion and ecological destruction to the lowest extent.

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5.6 CONSTRUCTION PERIOD SOCIAL IMPACT ANALYSIS

During the construction period, it has a certain effect on surrounding residents’ life. Besides, there are more vehicles especially the heavy engineering trucks coming in and out the construction site, which may make a certain effect on nearby traffic.

In order to reduce the environmental influence of project construction on surrounding traffic and residents to lowest extent, the constructors are required to conduct the following measures: on the one hand, the construction unit should organize the construction and arrange the construction progress reasonably so that the peak of traffic can be avoided. In the other hand, the construction unit needs to communicate with surrounding residents timely and explain the situation to acquire the understanding and cooperation of affected objects, so that the dispute and contradiction can be avoided. In addition, when vehicles enter the site, their wheels should be cleared to reduce the influence of attached soil on nearby roads and ease the burden of sanitation workers.

5.7 CONSTRUCTION PERIOD CLEANER PRODUCTION

1) Abiding strictly by the requirements of Notice about Further Boosting Wall Material Innovation and Popularizing Energy-Saving Building (released by the General Office of the State Council [2005] No.33) of General Office of the State Council and the requirements of Notice about Printing and Distribution of the Opinion on Better Prohibition of the Use of Solid Clay Brick (released by Department of Resource Conservation and Environmental Protection of the National Development and Reform Commission [2004] No.249) of National Development and Reform Commission, Ministry of Land and Resources, Ministry of Construction, and Ministry of Agriculture, the construction should replace the solid clay brick with new wall material.

2) Soil and other construction waste produced by foundation excavation should be piled up by classification and used as far as possible. The soil should be used for greening or road-building as far as possible. Unusable construction waste should be transported to the place designated by the government for reasonable disposal;

3) Commercial concrete should be used, and concrete mixers should not be set on the construction site;

4) The construction site and transportation routes should be laid out reasonably and the construction progress should be arranged scientifically in order to reduce dust and noise pollution;

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5) The construction management should be strengthened to ensure the environmental safety on construction site.

5.8 HEALTH AND LABOR SAFETY ASSESSMENT

This project has a large quantity of engineering and a great amount of construction personnel which are from far near and have a great mobility. Because the construction sites are dispersed, the sites’ living conditions and health conditions are relatively poor, and the labor intensity of workers is great, it’s easy to cause the prevalence of disease. In order to ensure the construction safety, construction personnel on the site should be conducted with a comprehensive physical examination, and personnel with infectious diseases are forbidden to enter the construction site; the staff in dining room should be regularly conducted with physical examination. Any personnel who are found to have epidemic disease should be treated immediately and transferred out from the dining room in case of prevalence of epidemic disease. The construction site should also build centralized water supply facilities and the water should be disinfected and monitored. The construction site should be equipped with medical and health facilities. The labor protection of construction personnel should be conducted well so that the construction personnel can be healthy and safe and the project can be conducted smoothly.

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6 6 Prediction and Assessment of Environmental Impact in Operation Period

6.1.PREDICTION AND ASSESSMENT OF SURFACE-WATER

ENVIRONMENTAL IMPACT

6.1.1 Destination of Wastewater Discharged under the Project

For the places into which the wastewater is flowing, please refer to Table 6.1-1.

Table 6.1-1 Destination of Wastewater Discharged under the Project Name Category Amount (m3/d) Flowing into Ground Washing Jiangdong 20.1 Wastewater North Jiangdong WWTP Transfer Station Domestic Sewage 2.6 Ground Washing 26.1 Jiangbei Wastewater Ningbo Northern WWTP Transfer Station 5.0 (Including sorting Domestic Sewage center) Ground Washing Yinzhou 22.4 Wastewater Ningbo Southern WWTP Transfer Station Domestic Sewage 3.1 Ground Washing Weihailu 15.2 Wastewater Zhenhai Houhaitang WWTP Transfer Station Domestic Sewage 2.6 Ground Washing Dongqian Lake 7.3 Wastewater Ningbo Xinzhou WWTP Transfer Station Domestic Sewage 2.0 Jiangbei Sorting Ground Washing 5.0 Ningbo Northern WWTP Center Wastewater Landfill Leachate 13 Yinzhou Domestic Waste Landfill Haishu Ground Washing 4.3 Transfer Station Wastewater Ningbo Southern WWTP Domestic Sewage 0.8 Landfill Leachate 7.5 Yinzhou Domestic Waste Landfill Luotuo Transfer Ground Washing 5.0 Station Wastewater Ningbo Northern WWTP Domestic Sewage 0.8 Vehicle Washing Discharged into WWTPs of Various Others 26.4 Wastewater Districts

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6.1.2 Analysis of Wastewater Impact on Water Environmental

1) The leachate discharged from the project can also be treated in the existing Treatment Station of the Yinzhou Landfill for Domestic Waste, because the leachate is less and the capacity of the station is adequate. The leachate discharged from the project will not bring an impact on the Station. In addition, because the water quality of the leachate to be treated is similar to that of the existing leachate, it is feasible to use the station to treat the leachate from this project. Finally the treated leachate will be discharged after meeting the standard; as a result, the water quality status of the Fenghua River will not be changed.

2) In addition to the leachate of waste, other wastewaters can be all intercepted into the municipal sewers after being pretreated up to the standard, and finally reach the WWTPs in the different districts. The total amount of the above mentioned discharged wastewater is around 148.7 m3/d, which only accounts for 0.04% of the entire treatment capacity of the tail end treatment facilities like the North Jiangdong WWTP. As long as it can flow into the municipal wastewater discharge system, the wastewater of this project will do less harm to the water environment.

6.2 PREDICTION AND ASSESSMENT OF ATMOSPHERIC ENVIRONMENTAL

IMPACT

The exhaust gases of various transfer stations and sorting center for this project in the operation period mainly are odors generated by waste collection, transportation and sorting system with main pollution factors of NH3 and H2S. This section mainly predicts and assesses the impact of odor on the surrounding environment.

6.2.1 Pollution Intensity

For the pollution intensity of odor, refer to Table 2.2-6 for details.

6.2.2 Assessment Levels

The assessment levels are judged in classification and determined based on the environmental impact criterions specified in Technical Guide for Assessment of Environmental Impact --- Atmospheric Environment. Refer to Table 6.2-1 for level classification.

Table 0-1 Level Classification Basis of Assessment of Atmospheric Environment Grades Classification Basis of Assessment

Level I Pmax≥80%，and D10%≥5km

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Level II others Pmax＜10% or D ＜5km (minimal distance between pollution source and Level III 10% plant boundary)

Where D10％ is the corresponding maximum distance when Ground Concentration of pollutant reaches 10% of the standard limit.

The percentage of maximum ground concentration of pollutants to the standard concentration limit Pi is calculated as follows:

Pi＝Ci/C0i×100％

Where: Pi— percentage of the maximum ground concentration of No. i pollutant to the standard concentration limit (%);

Ci— the maximum ground concentration of the No. i pollutant calculated out by the estimation model (mg/m3);

C0i —- ambient air quality standard of the No. i pollutant.

The assessment level is determined through estimation mode-SCREEN 3 recommended in Technical Guide for Assessment of Environmental Impact --- Atmospheric Environment (HJ/T2.2-2008), and the results are calculated based on estimation mode. Among the percentages of the maximum ground concentrations of pollutants (Pi) to the standard limits that of H2S is the largest 9.17%, which is emitted in an unorganized way from the Jiangbei Transfer Station (incl. Sorting Center) ; therefore, the assessment level is identified as Level III.

6.2.3 Analysis and Assessment of Prediction Results

Due to many pollution sources of this project, the point source and non-point source with the biggest Pi Value of each pollutant, that is, Jiangbei Transfer Station (incl. Sorting Center) is chosen to make predictions.

In accordance with Technical Guide for Assessment of Environmental Impact --- Atmospheric Environment (HJ/T2.2-2008), Level III assessment may not be conducted for the further prediction of atmospheric environmental impact, the calculation results by means of estimation mode are directly taken as prediction and analysis basis. The prediction results obtained through estimation mode of Jiangbei Transfer Station, refer to Table 6.2-2 and Table 6.2-3 for details. Table 0-2 Estimation Results of Unorganized Non-point Source from Jiangbei Transfer Station (incl. Sorting Center)

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NH3 H2S Distance No. Concentration Downwind (m) Concentration (mg/m3) P (%) P (%) i (mg/m3) i 1 1 2.54E-05 0.01 5.16E-06 0.05 2 100 4.48E-03 2.24 9.07E-04 9.07 3 200 4.26E-03 2.13 8.64E-04 8.64 4 300 4.05E-03 2.03 8.21E-04 8.21 5 400 3.93E-03 1.97 7.97E-04 7.97 6 500 3.82E-03 1.91 7.73E-04 7.73 7 600 3.44E-03 1.72 6.98E-04 6.98 8 700 3.03E-03 1.52 6.14E-04 6.14 9 800 2.66E-03 1.33 5.39E-04 5.39 10 900 2.34E-03 1.17 4.75E-04 4.75

Table 0-3 Estimation Results of Exhaust Funnel Point Source from Jiangbei Transfer Station (incl.Sorting Center)

Distance NH3 H2S No Downwind(m) Concentration(mg/m3) Pi (%) Concentration(mg/m3) Pi (%) 1 1 0.00E+00 0 0.00E+00 0 2 100 1.87E-04 0.09 3.72E-05 0.37 3 200 3.26E-04 0.16 6.49E-05 0.65 4 300 3.45E-04 0.17 6.87E-05 0.69 5 400 3.33E-04 0.17 6.64E-05 0.66 6 500 3.10E-04 0.15 6.17E-05 0.62 7 600 2.89E-04 0.14 5.76E-05 0.58 8 700 2.81E-04 0.14 5.59E-05 0.56 9 800 2.71E-04 0.14 5.40E-05 0.54 10 900 3.11E-04 0.16 6.20E-05 0.62 11 1000 3.40E-04 0.17 6.77E-05 0.68 12 1100 3.51E-04 0.18 6.99E-05 0.7 13 1200 3.56E-04 0.18 7.10E-05 0.71 14 1300 3.57E-04 0.18 7.11E-05 0.71 15 1400 3.55E-04 0.18 7.06E-05 0.71

It can be seen from Table 6.2-2 and 6.2-3 that the odor pollutants of each transfer station and sorting center under this project will make a tiny contribution to the ground concentration, which will be much lower than the standard limit and has insignificant impact on the ambient environment.

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6.2.4 Atmospheric Environment Protective Distance

Calculated based on the mode of atmospheric environment protection distance recommended in the above Guide, the atmospheric environment protection distance of each transfer station and sorting center for this project is zero.

6.2.5 Conclusion The odor pollutants of each transfer station and the sorting center under this project will make a tiny contribution to the ground concentration, which will be much lower than the standard limit. Meanwhile, the atmospheric protective distance is zero. To sum up, all the transfer stations and sorting center will have fewer impacts on the air environment.

6.3. PREDICTION AND ASSESSMENT OF NOISE ENVIRONMENTAL

IMPACT

According to the project analysis, the noise sources of various waste sorting, collection and transportation systems for this project are basically identical; therefore, based on the characteristics of the surrounding environment and considering that the Haishu Transfer Station is adjacent to the sensitive objects nearby and the environment is relatively sensitive, the Haishu TS is selected as a sample for noise prediction and assessment. In addition, because the Jiangbei Transfer Station will be built with the Sorting Center, prediction and assessment is also conducted for them.

According to the characteristics of the surrounding environment, the noise prediction is mainly to assess the feasibility of emission of noise reaching the standard at the factory boundary and the noise impact on the sensitive objects.

6.3.1 Prediction Mode

German noise prediction software Cadna/A is used. Cadna/A system is a set of noise simulation and control software based on ISO9613 standard method, and is applicable to the study of measures for prediction, assessment, engineering design and control of impact of many noise resources such as industrial facilities, roads, railways and regions. The calculation principle of CadnA/Asoftware derives from Method for Calculation of Attenuation of Sound during Propagation Outdoors (ISO9613-2:1996). The description of physical principles of noise, definition of sound source conditions, influence factors that should be considered in noise propagation process, noise calculation method and other aspects specified in CadnA/A software are identical to the relevant provisions of the International Organization for Standardization. GB/T17247.2-1998 Attenuation of Sound

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during Propagation Outdoors: Part 2 General Method for Calculation published in China is equivalent to ISO9613-2:1996 Standard specified by International Organization for Standardization; therefore, CADNA/A calculation method in principle is consistent with the method for calculation of attenuation of sound during propagation in China.

6.3.2 Prediction Source Intensity

See Table 2.1-18 for the main noise source intensity. See Table 6.3-1 for the closest distance of the main noise source away from the plant boundary and sensitive objects. Table6.3-1 The closest distance of the main noise source to the factory boundary Nearest Boundary of Distance NO. Main Noise Source Remark Plant (sensitive object) (m) South boundary 8 Transfer workshop West boundary 45 Jiangbei Transfer Station North boundary 15 1 (including the Sorting East boundary 14 Center) Sorting workshop South boundary 5 North boundary 7 East boundary 18 South boundary 65 2 Main workshop West boundary 18 Haishu Transfer Station North boundary 5 Wangchun Prison 30

6.3.3 Prediction Results

1) Haishu Transfer Station

See Table 6.3-2 for the noise prediction results. Table 6.3-1 Noise Prediction Results of Haishu Transfer Station Contribution Prediction Prediction Background Prediction Standard Assessment Values of this Location Time Values Results Values Result Project East boundary 48.0 48.0 60 Up to Standard 1# East boundary 41.4 41.4 60 Up to Standard 2# Nighttime / S-factory 32.8 32.8 60 Up to Standard boundary West boundary 43.4 43.4 60 Up to Standard North boundary 52.0 52.0 60 Up to Standard

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Wangchun 37.7 52.1 52.3 60 Up to Standard Prison

2) Jiangbei Transfer Station (incl. Sorting Center)

See Table 6.3-3 for noise prediction results.

Table 6.3-3 Noise Prediction Results of Jiangbei Transfer Station (incl. Sorting Center) Contribution Prediction Standard Assessment Prediction Location Prediction Time Values of this Results Values Results Project East boundary 1# 48.5 48.5 60 Up to Standard East boundary 2# 48.5 48.5 60 Up to Standard South boundary 1# 52.3 52.3 60 Up to Standard South boundary 2# Nighttime 54.7 54.7 60 Up to Standard West boundary 1# 49.4 49.4 60 Up to Standard North boundary 1# 53.4 53.4 60 Up to Standard North boundary 2# 54.0 54.0 60 Up to Standard

It can be seen from the above analysis that after the project completion the noises emitted at both the Haishu Transfer Station and Jiangbei Transfer Station (incl. Sorting Center) in daytime can reach the standard; and the noise at the Wangchun Prison can meet the standard after overlying the background. Because the vehicles and facilities of collecting, transporting and sorting will not be operated in the nighttime, the noises generated under this project have very limited impacts on the environment.

6.4 ANALYSIS ON SOLID WASTE ENVIRONMENTAL IMPACT

The increased domestic waste and sludge generated in wastewater treatment under this project shall be entrusted to the environmental sanitation agency for disposal.

The used batteries, lamp tubes, mercury thermometers and other hazardous waste should be collected separately and stored temporarily in separate collection spots and then transported with the special vehicle to the hazardous waste landfill of the Ningbo Beilun Environmental Solid Waste Disposal Co., Ltd. for safe landfilling.

The waste drugs after temporarily stored in separate collection site shall be sent with vehicles to Ningbo Medical (Special Type) Waste Disposal Center for burning.

Based on the separate collection program for this project, the Ningbo Beilun Huanbao Solid Waste Disposal Co., Ltd. is to be entrusted to dispose of e-waste in a centralized manner after being recycled through the renewable resource recycling platform.

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Ningbo Beilun Huanbao Solid Waste Disposal Co., Ltd. has built a safe landfill of 94, 000 m3 (with one layer of artificially synthesized amargosite and two layers of HDPE film anti-seepage treatment), a solid waste temporary storage house of 8400 m2, a stabilization 2 and solidification workshop of 1400 m , a hazardous waste incinerator with disposal capacity of 30t/d, and waste electrical appliances and electronics (waste TV sets, freezers, washer, etc.) with dismantling and processing capacity of 10040t/a.

The Ningbo Medical (Special) Waste Disposal Center (Ningbo Fenglin Special Waste Disposal Co., Ltd.) is the specified medical solid waste disposal center in Ningbo, and now has two rotary medical waste incinerators with a design capacity of 12 t/d.

The Beilun Industrial Waste Disposal Center has a perfect hazardous/general industrial solid waste disposal capability, and the Ningbo Medical (Special) Waste Disposal Center is the specified medical solid waste disposal center in Ningbo. All disposal facilities of the above companies are improved in accordance with the establishment, approval and acceptance formalities specified in the national regulations.

In conclusion, various solid wastes of this project can be disposed in a safe and proper manner, and have less impact on the environment.

6.4.1 Analysis on Impact of Eco-environment and Groundwater

6.4.2 Analysis on Impact of Eco-environment

This project covers an area of about 197 mu (or 13.13 hm2) permanently. Except that the site of the Jiangdong Transfer Station to be built is an industrial enterprise, all other sites are farm land, villages and vacant lots without important ecological functions. After implementation of the project, great changes will take place with respect to the type of original plots to be constructed, from the former farmlands and villages to the public facilities land for waste transfer and disposal. The former natural vegetation and crops will be replaced with buildings and pavements with inferior water permeability, so that the water conservation function of the land is weakened and the vegetation coverage on the earth’s surface is reduced, bringing negative impact to the soil eco-environment. However, this project covers a small area with relatively scattered land, it will not cause greater impact on the eco-environment in the whole region. In addition, the land for greening has also been considered fully in the design program to beautify landscape and prevent loss of soil and water, with green land rate between 15% and 20%. After the project completion, the new artificial eco-environment between buildings and greenbelt will be formed.

Meanwhile, the collection and disposal of separate domestic waste not only recovers

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useful resources in the waste, but also lessens the final disposal quantity of waste, which has actively improving the land occupation, secondary pollution and other problems caused by final disposal, thus indirectly weakening the negative ecological impact caused by excessive domestic waste improper disposal. Therefore, from the overall perspective, the implementation of this project has positive benefits to the entire ecosystem to some extent.

6.4.3 Analysis on Impact of Underground Water

The underground water closely related to human engineering activities is mainly shallow groundwater, including perched groundwater and pore phreatic water. Compared with the confined water, the phreatic water is easier to be polluted. The phreatic water is hidden shallowly and extremely near to the earth’s surface, the upper filling generally has good permeability, the supplemental water has short infiltration way, the land in Ningbo is flat with weak hydrodynamic force and evaporation as the main discharge method, and the acquifer of the shallow groundwater part lies in cohesive soil layer of weak permeability; therefore, the shallow groundwater of the site has features such as weak self-cleaning capacity, vulnerable to pollution and difficult to naturally restore after being polluted. The underground water pollution has the characteristics as follows: slow in process, difficult to find and difficult to manager. The underground water is difficult to recover once being polluted.

The potential underground water pollution sources of this project mainly are wastewater collection pipeline, waste leachate collection pool and other structure facilities. In case swage is leaked to the underground due to any breakage, cracking and other accidents, causing pollution to the underground water, attention must be paid to it. The enterprises should implement the pollution prevention measures put forward with respect to environmental impact assessment and take effective seepage-proofing and leakage-proof measures in different regions to prevent and reduce escape, overflow, drop and leakage of pollutants, to minimize the environmental risk accidents due to leakage of pollutants, and reduce the impact on groundwater environment.

The leachate under this project will be sent to the Yemaoao Waste Leachate Treatment Station for disposal, and the remaining wastewater may be managed by municipal sewage system. This project has a small impact on groundwater environment under normal working conditions.

Before the implementation of this project, due to lack of systematic domestic waste collection facilities and management system, the waste is discarded arbitrarily in some regions, especially in the villages, which not only affects the landscape and pollutes the environment, but also causes such waste leachate to infiltrate into the groundwater with the

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rain in case of raining. The implementation of this project may standardize and improve the domestic waste collection and disposal system in towns; if this project is implemented in a proper manner, it may lessen the above impact, and has some positive impact on the groundwater environment from a long-term prospective.

6.5 ANALYSIS ON IMPACT OF LANDSCAPE AND PRESERVATION OF

CULTURAL RELICS

6.4.4 Analysis on Impact on Landscape

In the implementation of this project, the original farmland, villages and natural landscape in the country will disappear, and will be replaced with waste transfer stations and other public facilities to form new urban views.

Meanwhile, the implementation of this project gradually improves and systemizes the domestic waste collection and disposal in towns of Ningbo city, which to some extent reduces the damage of waste to landscape system, improves the landscape environment of the living areas and villages and raises the visual appreciation level of the landscape.

6.4.5 Analysis of Impact on Preservation of Cultural Relics

There are 232 key cultural preservation units in Ningbo City, including the Hemudu cultural relics with 7000-year history of civilization, the oldest library of Tianyi Pavilion Library throughout the country, the oldest Baoguo Temple of wood structure to the south of Yangtze River, the Shanglin Lake YueKiln Sites, Tashan Weir ancient hydraulic engineering, Zhenhaikou Coast Defense Site, Fenghua Former Residence of Chiang Kai-shek and other national level key cultural relics preservation units, as well as Tiantong temple ranked the second of the five Zen Mountains, the Temple of King Asoka cherishing the Sakyamuni Buddhist Relics, Xuedou Temple, Maitreya’s ashram and one of the five famous Buddhist Mountains, as well as the national level scenic spots such as Xikou and Xuedou Mountain and the provincial level Dongqian Lake Scenic spot.

By consulting the relevant departments and field survey, there are no relic prereservation units within 2 km away from each collection, transportation and sorting system for this project; therefore, the implementation of this project basically has no impact on the cultural preservation units.

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7 7Environmental Measures and Feasibility Analysis

7.1 ENVIRONMENTAL MEASURES AND FEASIBILITY ANALYSIS DURING

CONSTRUCTION PERIOD

7.1.1 Exhaust Gas

During the construction period a great quantity of building materials shall be used, these building materials may generate amounts of dusts in the course of transport, loading and unloading and stacking etc. The operating dusts during the construction period belong in open non-stationary source raised dust, and it is difficult to completely control, but in case of taking certain measures on management and construction methods etc., it can be properly controlled.

1) Optimizing the construction technology and prior using commercial concrete and bulk cements can reduce dusts generated in the courses of concrete mixing and cement unpacking etc.

As to a little temporary and sporadic mixing operation, the blender shall be as far away as possible from the residential, at the same time near the blender there shall be block set (such as plastic cloth and canvas etc.).

2) Enhance the construction management and advocate civilized construction. The building materials are placed and stacked under classification according to the fixed places, if several bulk cements are needed, then they shall be stacked in the special temporary warehouse; particulate building materials which are stacked outdoors for long time such as yellow sand and macadam etc. shall adopt waterproof cloth to cover or usually water to keep moist to reduce the raised dust; the pavement at the doorway for vehicles shall be hardened, and shall be cleaned and watered periodically to keep the pavement moist, thus reducing the raised dust on the road.

3) When meeting great wind etc. unfavorable weather it is suggested stopping the handling operation for yellow sand and macadam etc. particulate building materials.

After implementing the above measures, raised dust in the construction can generally be effectively controlled, which will not generate obvious influences on the environment.

7.1.2 Waste Water

The waste water during the construction period mainly includes muddy water, vehicle

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washing water and domestic sewage of constructors, and in order to prevent the waste water in the construction period from polluting the environment, the corresponding control measures must be taken.

1) All wastes in the construction plant shall be stacked and timely cleared away according to the appointed place to avoid influencing the surface water body nearby or block the sewer because of storm runoff.

2) In the construction plant, the whereabout of the drainage shall be strictly regulated, the drainage ditch and sedimentation basin shall be well designed in the early construction period for the civil muddy water and vehicle washing water etc. generated during the building construction, and the liquid supernatant of the muddy water and washing water for the building after sedimentation and separation is charged, while the sedimentary mud shall be periodically and timely transported outside. The domestic sewage shall rely on the surrounding living environment as far as possible, if it is unable to rely on that, then the temporary septic-tank and oil separator must be set for the domestic sewage, and after pre-treatment it is charged into the municipal sewage pipe network, in the place where the pipe network is not connected, entrust the sanitation departments to pump periodically.

After the waste water during the construction period is disposed according to the environmental impact assessment measures, so long as the whereabout of the pollution discharge is implemented and strictly prohibit casually discharging, it will not generate obvious influences on the environment.

7.1.3 Noises

As there are so many construction plants for the project, their distributions are scattered, and some construction plants are near the residents etc. sensitive targets, so the noise pollution during the construction period may be the main environmental issues, and the construction units must strengthen the construction management, control the operation time and implement the following noise control measures to ensure that the construction noise meets Noise Discharge Limits for Construction Site (GB 12523-2011) to avoid the construction noise disturbing the residents.

1) The construction vehicles passing in and out of the construction plane shall slow down, strictly prohibit whistling, and it is suggested that the loading machine and other heavy vehicles are installed with noise deadener.

2) When installing air compressor and other high-noise equipment with fixed relative position, they shall be as far away as possible from the residential and sensitive region for the noise, and set noise insulation enclosure to reduce the influences of noise on the

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environment.

3) Conduct piling with hydraulic drilling, pouring pile head and other low-noise construction methods to fundamentally reduce the influences of noise pollution. In the meantime strictly control the operation time, at night it is prohibited to pile, and during the day time as far as possible avoid conducting construction during the noon break to reduce the influences on the surrounding environment.

4) Strengthen the management on the noise pollution source in the construction plant, and when handling metal materials, it is required handling with care to avoid rough operation which may generate man-made noise pollution.

5) Reasonably arrange construction, and at night strictly prohibit conducting high-noise construction operation. If continuous construction at night must be conducted as the technology requires, then it must receive the consent from the People’s Government above the county level or relevant responsible departments, and inform the residents nearby who may suffer from influences, then the construction can be done.

7.1.4 Solid Wastes

The solid wastes during the construction period mainly include construction wastes, roach generated for the construction and household wastes produced by the constructors, and in order to relieve the influences of solid waters on the environment, the following measures shall be adopts.

1) The construction wastes and household wastes shall be conducted point collection, and be managed by specially-assigned personnel. The construction wastes shall be as far as possible recycled, and those which can not be used again shall be treated and disposed in strict accordance with “Procedures for Construction Waste Management in Ningbo”; as to the household waters, the local sanitation departments should be entrusted to timely clear and transport.

2) With respect to the residual soil during the construction, the construction unit shall be responsible for handling muck disposition procedure according to the regulation and timely organize to clear and transport by guaranteeing both quality and quantity in strict accordance with the relevant provisions. In case that centralized slag wasteyard is built, then conduct ecologically greening immediately after completion, and in the meantime build the ditch of flood control to reduce water loss and soil erosion.

3) A little used oil generated because of maintenance for mechanical equipment shall be centralizedly collected as the hazardous wastes to hand over to the unit with the

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qualification verified by the municipal environmental bureau for treatment.

After disposal in accordance with the above measures, the solid waste during the construction period can be properly disposed of.

7.1.5 Ecological Conservation Measures

7.1.5.1 PROTECTION AND RECOVERY FOR LAND USE WITH EXISTING PATTERNS

1) Strictly controlling land occupation for construction

[1] Temporary camp for construction shall be set at the most possibility within the permanent land occupation range of the project to reduce the pedoturbation and damage of land vegetation and reduce the areas of bare area and earthwork exposure.

[2] For the construction, as far as possibly use existing roads, and do not casually set up shortcut. If the construction shortcut must be set, then limit the width of the newly built shortcut, and use colored ribbon or gravel to define for enclosure to prevent the passer-by and vehicles crossing the border resulting in damaging the vegetation at road side and surface skinning, in addition, periodically conduct watering to reduce dust or solidify the earth surface.

2) Recovering the original pattern of land use

(1) The topsoil in the engineering land is peeled in layers to respectively stack, after the completion of construction, the peeled soil is back filled in layers to completely level, finally conduct scarifying and tamping. When stacking to store the surface soil, pay attention to taking water and soil conservation and fertility keeping measures.

(2) The waste pit shall be timely buried, filled and leveled up, covered with soil and compacted for soil and vegetation recovery.

(3) After finishing the construction, the temporary camp and construction shortcut shall be recovered with the original appearance, and earth surface after removing the solidification shall be watered to promote the recovery of the vegetation.

7.1.5.2 VEGETATION, FOREST LAND CONSERVATION AND RECOVERY MEASURES

1) When the forest land especially national and local protected species involved which are occupied for the engineering construction, the forestry authorities shall be declared, and prohibit migrating or felling without authorization.

2) Strengthen the environmental awareness of the constructors. No casual felling plants,

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in the course of excavation, when finding the national key protected plants, report to the local forestry department to immediately organize for remedy and transplanting in other places.

3) After the completion of the construction, the construction shortcut and temporary camps for construction and other regions shall timely adopt local suitable fast-growing indigenous plants to conduct vegetation recovery, and the vegetation recovery shall adopt the combination of spontaneous recovery and artificial construction. At the same time, in the course of vegetation recovery, pay attention to the protection of peeled soil at the surface to reduce and relieve the disturbance to the original skinning of the soil and promote the spontaneous recovery of the vegetation.

7.1.5.3 PROTECTIVE MEASURES FOR AGROECOLOGICAL SYSTEM

1) Strictly control the occupation of cultivated land, after the occupied cultivated land amount is strictly checked, it shall be submitted to relevant department for approval, and the compensation for land shall be paid.

2) In the construction planning for the engineering, the influences of construction on the agricultural production shall be taken into account, for the construction located at the agricultural regions the construction technology shall be optimized, and the influence range shall be as far as possibly lessened to reduce the disturbance and damage of the engineering to the agroecological environment; while as to the agricultural land temporarily occupied, the protection for the peeled soil at the surface shall be well done, and after completion of construction immediately cover the soil to re-plough and recover the function of agricultural land.

3) It shall be avoided that the farmland infrastructures lose the normal use function because of suffering from crush by the construction equipment. After completion of the construction well do the site cleaning and recovery work including proper treatment of ridge and water channel to as far as possibly reduce the unfavorable influences of the construction to the farmland ecosystem.

7.5.1.4 CONTROLLING MEASURES FOR WATER LOSS AND SOIL EROSION

1) Foundation pit excavation etc. engineering shall avoid the rainy season construction to the greatest extent, and the excavated surface and other exposed lands shall timely recover the soil layer and vegetation;

2) Bulk building materials shall be stacked indoor or take shielding measures, the earthwork stone generated in the construction shall be self-balanced to the greatest extent,

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and the residual spoil shall be timely back filled to the low-lying zone according to the provision to relieve the water and soil loss resulted from the rainfall runoff.

3) In the construction plant the temporary drainage facilities shall be synchronously built.

7.2 ENVIRONMENTAL MEASURES AND FEASIBILITY ANALYSIS OF THEM

FOR OPERATION PERIOD

7.2.1 Exhaust Gases

7.2.1.1 ODOR

1) Waste Collection, Transport and Separation System

(1) Collection of Malodorous Gas

The operation area for waste collection, transport and separation system shall be wholly closed, set two closure measures, that is to say, at the doorway for vehicles set fast rolling door, and in front of discharge berth set fast rolling door, set exhaust system in the whole operation area, and indoor the negative pressure operation shall be kept to ensure that the odor will not overflow. At the positions where there are so many odors scattered and the operating environment of the staff shall be particularly improved such as discharge berth and manual separating platform etc. positions, set suspended hood, odor containing dust is led to subsequent end deodorization system under the effect of the fan.

The air change volume in the whole waste operating area is designed according to 6times/h, and the odors in the waste operation area are led to the subsequent end deodorization system under the effect of the fan.

Haishu transfer station and Luotuo transfer station adopt horizontal compression technology to set underground leachate collection pond, and the leachate is periodically collected and transported outside, then a few malodorous gases generated due to this shall be centralizedly collected to the odor removal system at the end part of the transfer station through pipeline.

(2) Treatment for Malodorous Gas

a. Odor Removal System through Plant Extract Spraying

The waste discharge hall sets up odor removal system through plant extracting solution. In the system, the plant extract enters into the spraying pipeline and atomizing nozzle

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through the controlling measuring system, and the molecule after atomization uniformly disperse in the air to adsorb the odor molecules in the air, it generates decomposition, polymerization, substitution, replacement and addition etc. chemical reactions with the odor molecules, which promote the odor molecules to change their original molecular structure, thus making them lose the odor. The final products of the reaction are harmless molecules, such as water, oxygen and nitrogen etc., which will not produce secondary pollution, and the introduction to part of the reaction principles is as following.

Acid-base reaction: if in the plant extract there is alkaloid contained, then it can react with hydrogen sulfide and other acidic odor molecules.

Oxidizing reaction: Generally hydrogen sulfide can not react with the oxygen in the air. But under the catalytic action of the plant extract, it can generate reaction with oxygen gas in the air.

+ - R-NH2+H2S → R-NH3 + SH

- 2- - R-NH2+SH ＋O2＋H2O →R- NH3+SO4 +OH

+ - R-NH3 +OH → R-NH2 +H2O

Plant extract is emulsified through the advanced microemulsion technology to make it and water mutually dissolve with each other, thus forming the clear aqueous solution, and it is non-toxic and harmless, the safety property has been approved by Europe and America etc. developed countries and relevant departments in domestic country. It has been widely applied in domestic WWTPs and waste transfer stations. In accordance with analogical investigations, the dewatering house and sludge shed etc. odor pollution sources in WWTP in Tongxiang City adopt plant extract spraying for odor removal, and the spatial odor removal rate can reach 60%~90%, it is thus clear that the odor removal effect with this approach is good.

b. End Treatment

End odor treatment is planned to adopt chemical washing method. Chemical washing method adopts the characteristic of cleaning solution generating neutral reaction with the malodorous substances to remove NH3 and H2S etc. substances in odors.

The chemical washing tower in the project adopts double-section horizontal reverse flow filling wet-type washing tower, and at the first section it removes NH3 and amines etc. alkaline malodorous substances with 6% sulfuric acid, while at the second section it removes H2S, lower fatty acid and other acidic malodorous substances with the mixed solution of 2%~6% sodium hydroxide and sodium hypochlorite.

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The whole deodorization device includes washing tower, circulating pump of washing tower, automatic medicament feeding system, fan, chemicals storage slot and control system etc., and refer to Fig.7.2-2 for the processing technology.

Acid washing tower Alkali washing tower

Odor

Washing solution Washing solution circulating pool circulating pool

Circulating pump Circulating pump 酸液储槽

Acid storage Alkali storage tank tank

Fig . 7.2-1 Process Flow of Deodorization with Chemical Washing Method

The main deodorization principle of the chemical washing method is as following:

H 2 S  2NaOH  Na2S  2H 2O

H2S  2NaOH  4NaClO  Na2SO4  4NaCl  2H 2O

H 2S  NaClO  S  NaCl  H 2O

2NH 3  H 2 SO4  NH 4 2 SO4

The chemical washing method is a mature deodorizing method, and the deodorization efficiency designed in the feasibility study is ≥95%, while it takes 90% as the conservative consideration for environmental impact assessment.

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The odors in the waste collection, transport and sorting system of the project adopt deodorization with plant extract spraying + deodorization with end chemical washing, and the deodorization efficiency by plant extract spraying is counted according to 50%, while the deodorization efficiency by chemical washing is counted according to 90%, the odors after treatment are discharged through exhaust funnel as high as 15m, according to the engineering analysis, the discharge rates of H2S and NH3 meet Emission Standards for Odor Pollutants (GB 14554-93).

The treated air quantity by the chemical washing deodorization device is mainly determined according to the area of waste operation area and amount of compactors etc. equipment, in light of feasibility study, refer to Table 7.2-1 for the design treated air quantity by the deodorization devices in all collection, transport and separation systems. Table 7.2-1 Design Treated Air Quantity of Chemical Washing Deodorization Device Treated air quantity (m3/h) of Name of collection, transport and S/N chemical washing deodorization sorting system device 1 Jiangdong Transfer Station 60000 Jiangbei Transfer Station (including 2 60000 sorting center) 3 Yinzhou Transfer Station 60000 4 Weihailu Transfer Station 40000 5 Dongqianhu Transfer Station 25000 6 Haishu Transfer Station 20000 7 Luotuo Transfer Station 20000

2) Others

In all transfer stations and other waste operation areas of waste collection, transport and sorting system, after the end of work each day, timely conduct washing; and after the waste collection vehicles and waste transfer vehicles discharge in the station, they shall be also timely washed to relieve the influences of odors on the air environment surrounding the transfer stations, other facilities and along the waste transport vehicles.

7.2.1.2 DUST

Waste may generate a few dusts in the courses of charging, compression and sorting etc., the transfer stations in the project and other building waste operation areas take closure measures and air supply and exhaust facilities. Charging and compression etc. working stations mainly generating dusts are set with plant extracts spraying facility being able to effectively restrain the generation of dust; at the same time, the dust and odor are together led to the subsequent chemical washing tower for treatment. According to analogical

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investigations, after taking the above measures, the dust removal efficiency can reach over 98%, and the discharge concentration is lower than 20mg/m3, the dust can be discharged reaching the standard.

7.2.1.3 AUTOMOBILE EXHAUST

The exhaust emission of waste collection and transfer vehicles newly purchased for the project shall meet national III and IV discharge standards to reduce the discharge of automobile exhaust pollutants and relieve the influences to the environment.

7.2.2 Wastewaters

7.2.2.1 LEACHATE

The amount of leachate generated in the Haishu and Luotuo transfer stations is about 20.5 m3/d and an underground collecting pool for leachate is set in both stations and the leachate is regularly pumped and transmitted to the domestic waste landfill in Yinzhou for further treatment. See what shown in Fig. 7.2-4 for treatment process.

The design processing capacity of the leachate treatment station is 300m3/d, while it actually processes 260m3/d in current situation.

In light of Report on Construction Completion Acceptance and Supervision on House Refuse Sanitary Landfill in Yinzhou District, Ningbo, see what shown in Table 7.2-1 for water quality monitoring result in discharge outlet of waster water in leachate disposal station and Table 7.2-2 for water quality monitoring result recently. Table 7.2-2 Completion Acceptance and Monitoring Results of Refuse Landfill in Leachate Treatment Station Fecal Measure COD BOD NH -N Coliform Sampling date 5 SS(mg/l) 3 point (mg/l) (mg/l) (mg/l) Bacteria (one/1) January 23 Discharge 33.8 <2.0 37 0.48 20 January 24 outlet 38.5 <2.0 24 0.63 20 GB16889-1997 First Class 100 30 70 15 -- Table 7.2-3 Tail Water Monitoring Results of Leachate Treatment Station in Landfill 2012 Fecal Sampling Measure COD BOD NH -N Coliform 5 SS(mg/l) 3 date point (mg/l) (mg/l) (mg/l) Bacteria (one/1) Discharge March 22 29.4 1.01 27 0.30 170 outlet

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GB16889-2008 100 30 30 25 10000 Wastewater

Regulating tank

Grid tank

Sedimentation basin

Intermediate water tank

Sludge Anaerobic UASB reactor

Sludge A/O reaction tank Supernatant

Sludge MBR reaction tank

Ultrafiltration device

Substandard Sludge thickener Nanofiltration Back to regulating

device tank

Sludge pump

Up to standard discharge Landfill Fig. 7.2-2 Process Flow Sheet of Waster Water Disposal in House Refuse Landfill

The design discharge standard of the processing center is second class Standard for Pollution Control on the Landfill Site for Domestic Waste (GB16889-1997). Because the standard has been updated and revised, the station has complied with Standard for Pollution Control on the Landfill Site for Domestic Waste (GB16889-2008) since July 1, 2008 for its discharge standard. In light of completion acceptance monitoring results and routine monitoring results recently, the quality of water discharged from leachate

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processing station in the refuse landfill can meet the requirements of design standard and new standard.

Yinzhou Domestic Waste Leachate Treatment Station can satisfy the newly added leachate treatment demands in the project; in addition, water quality is nearly the same. And the leachate in the project will not make any impact on the station; therefore it is feasible to rely on the station to treat the leachate.

7.2.2.2 WASHING WASTE WATER

Every transfer station establishes a set of wastewater washing processing system (totally 7 sets and Jiangbei Transfer Station shares one set with the sorting center and their processing capacities will be determined according to respective amounts of wastewater generated. It is proposed to complete sets of process equipment to wash wastewater. Its process technology is:

Water feeding

→Collecting tank→ Machinery grating →Grit basin→ Oil separator→ Regulating tank → Mixed reaction pond→ Preliminary sedimentation tank→ Plate sedimentation tank→ Effluent tank

The design effluent standard of the complete sets of equipment adopted is the Wastewater Quality Standard for Discharge to Municipal Sewers (CJ343-2010). The wastewater will be discharge into the municipal sewers after being pretreated in plant to reach the standard and then finally transmitted into municipal WWTP.

7.2.2.3 WASTEWATER IN SEPARATED COLLECTION SERVICE STATION

Because the separate collection service stations in residential quarter are scattered; what’s more, their amounts of washing water are less, therefore it is proposed to set drainage facilities in the service stations and bring the less washing waste water into municipal sewage pipe network..

1.1.1.4 OTHERS

Odor processing systems such as chemical washing tower will discharge a small amount of waste water and above mentioned waste water will be brought to respective waste water washing processing system for further disposal. As the water is less, it will not impact the processing capacity system.

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7.2.3 Noises

The noises made in operation period of the project mainly are equipment noises such as exhaust system and compactor etc and running noise of waste truck. It is proposed to take corresponding measures to kill noises in light of different noises types and follows are specific measures:

1) Give high priority to the selection of low-noise and environment friendly equipment and various types of equipment shall comply with corresponding equipment standards, strengthen equipment maintenance and make sure facilities are in good conditions.

2) High-noise equipment such as air compressor and fan shall be set in independent equipment room (according to feasibility study protocol, arrange equipment room inside main station house) or equipped with noise enclosure to kill noise; and installed with vibration damping base so as to reduce noise pollution.

3) Set silencers at the access points of various types of air compressor and fans.

4) It shall adopt independent base for water pump and strengthen protective measures such as adding anti-vibration pad. It is suggesting arranging it in underground.

5) Equipment in waste disposal plantsuch as other compressing, crushing, smashing etc shall be dealt with damping treatments.

After taking above measures and it is estimated before, the noise in plant area can reach the standard and be discharged.

7.2.4 Solid Waste

Measures for dealing with solid wastes in the project are classified as follows: Table 7.2-4 Summary of Solid Waste Disposal Measures S/N Names of solid wastes Nature Disposal ways Common solid 1 House refuse Sanitary land filling waste Common solid 2 Sludge Sanitary land filling waste Thermometer with mercury Dangerous solid Safely disposed by rely on Beilun Huanbao Tube and used batteries waste Solid Waste Disposal Company 3 Dangerous solid Safety disposed by relying on Ningbo Medical Waste drugs waste (Special) Disposal Center Electronic trash such as waste Dangerous solid Safely disposed by rely on Beilun Huanbao 4 electrical appliances waste Solid Waste Disposal Company

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The domestic waste made by newly added employees and sludge generated in sewage treatment in the project will be disposed by sanitation departments under authorization.

After storing the harmful waste from separate collection such as used batteries, tube, thermometer with mercury etc in collection points temporarily, they will be delivered by specially-designed vehicles to Beilun Huanbao Solid WasteDisposal Company then will be land filled safely.

After storing the waste drugs in collection points temporarily, they will be delivered by specially-designed vehicles to the Ningbo Medical (Special) Disposal Center for incineration.

In light of separate collection plan of the project, relying on renewable resources recovery platform, it is proposed to entrust Ningbo Beilun Huanbao Solid Waste Disposal Company to dispose the electronic trash.

Based on surveys of above three chapters, by relaying on Beilun Huanbao Solid Waste Disposal Company and Ningbo Medical (Special) Disposal Center to dispose various solid wastes, all theses wastes can be disposed safely.

7.2.5 Underground Water

The potential pollution sources to underground water in the project are mainly caused by swage leakage into the grounds due to accidents such as breakage, bursting of structure devices such as waste water collecting pipelines, refuse leachate collecting tank etc. In order to avoid polluting underground water environment, the project is proposed to take following measures:

1) Measure of Control at Source

The project will select advanced, mature and reliable technologies, in addition, it will recover and manage the refuse leachates and washing waste water etc reasonably so as to reduce pollutant emission from source as possible as it can; comply with relevant national code specifications to take corresponding measures to pipelines, equipment, sewage holding and disposal structures so as to avoid and reduce the running, emitting, dripping and leaking of pollutants and minimize the environmental risk accidents of pollutant leakage; optimize discharge system design and try to adopt the principle of “visualization” for sewage pipeline laying and achieve the situation of “early detection, early to deal with” so as to reduce the possibility of underground water pollution due to buried pipeline leakage. It is suitable to adopt pipe ditch way for various sewage collecting systems in the project, that’s place the sewage collecting pipes inside open ditch; in addition, it shall

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arrange them overhead. And it is suitable to select anti-corrosion UPVC pipes as collecting pipes.

2) Control Measure for Separated Zones

In light to natures and structure ways of possibly leaked pollutants in various building function units, the project is divided into major pollution prevention area, common pollution prevention area and non-pollution prevention area.

The major pollution prevention area includes functional unit containing contaminated media and underground or semi-basement structures in which the leaked pollutant that will pollute underground water environment will not be easily found or dealt with timely, such as refuse leachates collecting tank, sewage collecting pipelines, sewage disposal system etc.

The common pollution prevention area refers to exposed production function unit and area or part in which its leaked pollutant that will pollute underground water environment can be easily found and dealt with, mainly including function units which will produce refuse leachates and production waste water such as refuse discharge hall, sorting workshop etc.

The non-pollution prevention area refers to area in which will not pollute underground water environment, mainly including office management area, green area etc.

On the basis of the standards and regulations concerning leakage prevention and in combination with the operability and technical level in the current construction course, typical seepage-proofing measures should be taken by targeting to different seepage-proofing areas; seepage-proofing treatment should be conducted on the ground surfaces in the areas of the plant where pollutants will probably leak; in addition, the leaked/penetrated pollutants should be collected timely for treatment, so as to effectively prevent the pollutants that drop on the ground surface from penetrating into the ground.

7.3 SUMMARY SHEET OF ENVIRONMENTAL MEASURES

See what shown in Table 7.3-1 for details.

Table 7.3-1 Summary Sheet of Environmental Measures Environmental Implementation Time Environmental measures elements effect

period Construction 1) Give high priority to the use of commercial concrete and bulk Reduce floating

Atmospheric cement; as to small amount of temporary and scattered mixing dust and raise dust environment construction, the mixer shall be far from residential area, in atmosphere meanwhile, it shall set baffle.

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Environmental Implementation Time Environmental measures elements effect 2)The building materials are placed and stacked under classification according to the fixed places, if several bulk cements are needed, then they shall be stacked in the special temporary warehouse; particulate building materials which are stacked outdoors for long time such as yellow sand and macadam etc. shall adopt waterproof cloth to cover or usually water to keep moist to reduce the raised dust; the pavement at the doorway for vehicles shall be hardened, and shall be cleaned and watered periodically to keep the pavement moist, thus reducing the raised dust on the road 3) It is suggested stopping loading and unloading operation of granular building materials such as yellow ground, macadam etc in case of adverse weather such as windy. 1) All wastes in the construction plant shall be stacked and timely cleared away according to the appointed place to avoid influencing the surface water body nearby or block the sewer because of storm runoff. 2) In the construction plant, the whereabout of the drainage shall be strictly regulated, the drainage ditch and sedimentation basin shall be well designed in the early construction period for the civil Production waste muddy water and vehicle washing water etc. generated during the water and domestic Water building construction, and the liquid supernatant of the muddy sewage are environment water and washing water for the building after sedimentation and disposed separation is charged, while the sedimentary mud shall be effectively periodically and timely transported outside. The domestic sewage shall rely on the surrounding living environment as far as possible, if it is unable to rely on that, then the temporary septic-tank and oil separator must be set for the domestic sewage, and after pre-treatment it is charged into the municipal sewage pipe network, in the place where the pipe network is not connected, periodically entrust the sanitation departments to pump 1) When entering into construction site, construction vehicle shall slow down and mustn’t blow and it is suggested installing silencer on heavy vehicles such as loader. 2) As to high-noise equipment that its position is relatively fixed such air compressor, it shall install it far from residential area and Noise made in Acoustic noise sensitive areas, and set sound insulating containment so as to construction plant environment reduce its effect to environment. reaches emission 3) it shall adopt low-noise construction methods such as hydraulic standard drilling, pouring pile head etc to pile so as to reduce the effect of noise pollution from source. 4) It is prohibited from conducting high-noise construction in night, If it has to construct continuously overnight, it must obtain

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Environmental Implementation Time Environmental measures elements effect the approval of people’s government that is above the county level or other relevant authorities, and notice the surrounding residents who will probably be affected by such overnight construction. 1) Recover and make use of construction waste as possible as it can and dispose of unusable waste according to “Management Methods of Construction waste in Ningbo”; entrust local sanitation The solid wastes Solid wastes departments to clean and delivery the house refuse timely. classified are 2)The small amount of used oil in machinery maintenance shall be disposed properly. collected centrally then hand over to qualified unit as dangerous wastes for disposal.

Strengthen and regulate the construction team management, Reduce damages to Ecotope strictly manage construction area, and recover original landform ecotope due to timely and make ecological compensation. man-made reason.

Operation period 1) Conduct closed operation of waste in each collecting and transport system, separating system and set two channels of rapid rolling doors and exhaust equipment sin plant and operates in slight negative pressure situation.

2) Takes deodorization and dedusting measures for every Pollutants such as Atmospheric collecting and transport system, separating system with a set of odor etc reach environment plant extracting solution spray +chemical washing at ends (totally emission standards 7 sets) and processed airflow is 20000m3/h～60000m3/h. 3) The tail gas emission of newly purchased waste collecting and transferring trunks shall meet national III and national IV emission standards.

1) Every collecting and transport system, separating system shall be equipped with one complete set of waste water washing devices (totally 7 sets) and discharge the sewage after reaching standard Sewage is Water due to pretreatment to municipal sewage pipe network. discharged after environment 2) Rely on Yinzhou House Refuse Landfill Leachate Disposal reaching standards center to disposal the leachates. 3) Discharge the domestic sewage to municipal sewage pipe network after going through septic-tank. Strengthen managements so as to avoid the running, emitting, Underground dripping and leaking of pollutants from sources; try to adopt the Reduce effect to water principle of “visualization” for sewage pipeline laying and takes underground water environment necessary anti-seepage measures and leakage prevention measures environment. in respective areas. 1) Give high priority to the selection of low-noise and environment Noise made in Acoustic friendly equipment and strengthen equipment maintenance. construction plant environment 2) High-noise equipment such as air compressor and fan shall be reaches emission

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Environmental Implementation Time Environmental measures elements effect set in independent equipment room (according to feasibility study standard protocol, arrange equipment room inside main station house) or equipped with noise enclosure to kill noise; and installed with vibration damping base so as to reduce noise pollution. 3) Set silencers at the access points of various types of air compressor and fans. 4) It shall adopt independent base for water pump and strengthen protective measures such as adding anti-vibration pad. It is suggested that it be arranged under ground. 5) Equipment in waste disposal plant such as other compressing, crushing, smashing etc shall be dealt with damping treatments. 1) Bring the common solid wastes such as house refuse to local sanitation system to be disposed centrally. 2) Entrust Beilun The solid wastes Solid wastes Huanbao Solid Waste Disposal Company and Ningbo Medical classified are (special) Wastes Disposal Center to dispose dangerous wastes such disposed properly. as tube, used batteries, waste drugs etc safely. Guide the adjusting Environmental Comply with environment monitoring plan to monitor the measures to monitoring environment regularly environments

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8 8 Environmental Impact Assessment Procedures for Kitchen Waste Treatment Plant

It is hard for the present Feasibility Report to take deep design and the scheme and technological parameters which have not yet been determined due to DBO for international bidding adopted for the kitchen waste treatment plant, so this report cannot take deep environmental impact assessment on it. Therefore, Ningbo Environmental Protection Bureau determines to take primary assessment on kitchen waste treatment plant and then take detail environmental impact assessment after bidding for construction of kitchen waste treatment plant.

This environmental impact assessment hereby mainly describes the implementation scope, content, schedule and assessment planning of the project, analyzes the conformity between kitchen waste treatment plant and related plans, and gives necessary environmental measures at this stage.

8.1 ANALYSIS ON RATIONALITY OF SITE SELECTION

The site of kitchen waste treatment plant is located at Zhoumen Village, Dongqiao Town, Yinzhou District, and its rationality of site selection can be primarily analyzed mainly from the conformity between it and related plans and supporting municipal infrastructures around it.

8.1.1 Analysis on Conformity of Related Plans

8.1.1.1 ANALYSIS ON CONFORMITY OF URBAN MASTER PLANNING

Ningbo Urban Master planning2004~2020 points that: reasonably arrange the facilities for non-hazardous disposal of municipal waste and excreta, gradually achieve waste collection classification, non-hazardous, recycling and reducing disposal of waste and excreta, and realize piping drainage and mechanical clean of excreta to ensure the clean, healthful and civilized living environment for citizens. Domestic waste is improved from collection in bag to collection and classification in bag gradually. Domestic waste disposal is transited from burning and landfill to recycling and reuse. Implementation of kitchen waste treatment plant meets the requirement of recycling of domestic waste, so it meets the requirement of urban master planning.

8.1.1.2 ANALYSIS ON CONFORMITY OF SPECIAL PLANNING

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Pursuant to Special Plan for Ningbo Urban Environmental Sanitation Facilities (2012~2020), master scheme of domestic waste disposal of Ningbo is disposal in classification, and it is planned to build a separate treatment plant to dispose the kitchen waste specially which is planned primarily to be built near Yemaoao waste landfill site in Yinzhou district with control land area for 20 hm2.

The site of kitchen waste treatment plant of the project is located within control land scope for it planned by Special Plan for Ningbo Urban Environmental Sanitation Facilities, so its site selection meets the special plan requirement.

8.1.1.3 ANALYSIS ON CONFORMITY OF PLAN FOR ECOLOGICAL FUNCTION AREA

Pursuant to the Planning for Ningbo Downtown Ecological Function Area, the proposed plot of the kitchen waste treatment plant is situated at an ecological function subzone of urban and agricultural comprehensive development in the middle plain of Yinzhou, which belongs in a restricted access area. The ecological environmental protection requirement of it is to restrict industrial development. In the subzone, such construction projects shall not be approved as those listed in the National Guidance Catalogue for Industrial Structure Adjustment (Edition 2005) as forbidden and restricted construction projects, or as those listed as forbidden projects in the Zhejiang Catalogues (First Batch) for Forbidding or Developing Industrial Pollution Projects (Products and Technologies) . However this subproject is one of collecting and recycling the urban domestic waste, being an encouraged project in the national Guidance Catalogue for Industrial Structure Adjustment (Edition 2011). Therefore the site selected for the kitchen waste treatment plant conforms to the planning for the ecological function area of Ningbo.

8.1.1.4 ANALYSIS ON CONFORMITY OF PLANNING FOR ENVIRONMENTAL FUNCTION AREA

Pursuant to the Technical Report for Division of Ambient Air Quality Function Area of Ningbo, the site of kitchen waste treatment plant of the project is located at Class Ⅱ Area of ambient air; the Technical Report for Division of Applicable Area on Urban Ambient Noise Standard in the core urban areas of Ningbo fails to divide the acoustic environment function area, and the acoustic environment shall be implemented by referring to Class Ⅲ function area in consideration that the site is located at the planned centralized waste treatment area. Distance from the planned site to around environment sensitive objects such as dwelling construction shall be more than 500m so that the noise and bad smell of the project cannot affect these sensitive objects generally after taking proper measures.

In conclusion, the site of kitchen waste treatment plant of the project can meet the plan for related environmental function area.

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8.1.2 Analysis on Supporting Municipal Infrastructure

Distance from supporting domestic waste landfill site of Yinzhou for the project to site of kitchen waste treatment plant is no farther than 300m, so the transport cost is low due to near distance and environmental impact of transport process is reduced.

Yinxi WWTP is planned to be completed in 2013, and the waste water collection pipe network of Dongqiao Town within service scope of it is under design for construction drawing. Wastewater of kitchen waste treatment plant flows to the municipal pipe network of Dongqiao Town by running piping after pretreatment in the plant, and then is emitted after further treatment in Yinxi Wastewater Treatment Plant. Length of special tail water running piping of the kitchen waste treatment plant can be controlled within 3km.

In conclusion, supporting municipal infrastructure around the planned site of kitchen waste treatment plant of the project is perfect and drainage condition around it is convenient, so it is suitable for construction of the kitchen waste treatment plant.

8.1.3 Conclusion

The site of the kitchen waste treatment plant of the project is situated at Zhoumen Village, Dongqiao Town, Yinzhou District, which can meet such planning requirements as urban master planningand plan for Ningbo ecological and environmental functional zoning. Supporting municipal infrastructures around the planned site are complete, drainage conditions around it are convenient, and the subproject is far from environmental sensitive site. Therefore, the site selection is reasonable.

8.2 ENVIRONMENTAL IMPACT ASSESSMENT PROCEDURES

8.2.1 Project Scope, Implementation Content and Schedule

Kitchen waste treatment plant is the “subproject of facility construction for kitchen waste treatment”, its implementation scope is the end treatment of kitchen waste, and its designed kitchen waste treatment capacity is 800 t/d including 400 t/d for Phase 1 construction.

The Implementation period of World Bank Project is five years, and that of this project is up to 2017.

8.2.2 Assessment Arrangement and Approval Arrangement

It needs to compile the environmental impact report for kitchen waste treatment plant in accordance with Categorized Administrative List of Environmental Impact Assessment for Construction Projects (Order 2 of Environmental Protection Administration) and by

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referring centralized dispose project of domestic waste.

Implementation of environmental impact assessment of kitchen waste treatment plant shall be charged by Ningbo Domestic Waste Classification Management Office.

Environmental impact report shall be reviewed and approved by environmental experts of World Bank; environmental impact report of the project shall be pre-reviewed by Yinzhou Environmental Protection Bureau and approved by the Ningbo EPB according to the national approval authority of EIA.

8.2.3 Scheduling

1) Compile the environmental impact report which shall meet the requirements of the related laws and regulations as well as the World Bank’s regulations and policies.

2) Environmental experts of the World Bank review and approve the environmental impact report.

3) Technology Evaluation Center on Environmental Project of Ningbo Environmental Protection Bureau organizes experts to review the environmental impact report and give assessment comments.

4) Ningbo Environmental Protection Bureau approves the environmental impact report.

5) Submit the environmental impact report to the World Bank.

6) Start to perform the environmental impact report.

8.2.4 Suggestions on Environmental Measures

Characteristics of kitchen waste are high in water content (about 80% ~90%) and of organic matters content, which are easy to spoil under high temperature so that the accumulation of kitchen waste can generate mass of leachate and bad smell. The leachate can pollute the soil and surface and ground water environment by means of surface runoff; and bad smell may form air pollution at various degrees. The planned kitchen waste treatment plant of the project shall take some effective pollution prevention measures, especial on prevention of leachate and bad smell.

Because the DBO method will be adopted for the procurement of the kitchen waste treatment plant, its scheme and technology have not been determined, and pollution sources of it cannot be determined, so this environmental impact assessment plans to give some necessary environmental requirements at this stage in accordance with the characteristics of kitchen waste.

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1) It is suggested that the environmental improvement program be included in the bidding for the scheme, so as to make the environmental measures more pertinent.

2) Operation in main waste area shall be in an enclosed space to avoid disorganized emission of bad smell which shall be disposed by centralized treatment.

3) Effective collection measures must be taken in the places where the leachate is generated. The leachate shall be treated in a centralized way after collection, and effective seepage-proof and leakage-proof measures must be taken for collection sewers (channels) of leachate.

4) The leachate and other wastewater shall flow into Yinxi WWTP after reaching related standards within the plant, which shall not be emitted to near surface water bodies, so the design of sewers should be considered when the bidding documents are prepared.

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9 Analyses of Environmental and Social Benefit and Loss

9.1 ANALYSIS OF ENVIRONMENTAL BENEFIT AND LOSS

9.1.1 Environmental Benefit Analysis

According to the Feasibility Study Report, from right now until the planning period of 2020 within the implementation area, the recoverable matter (including paper, plastic, scrap metal, glass, dry goods, etc.) will account for 10% of the total domestic waste, and the amount of recoverable matter may reach 299 t/d (109,135 t/a). If we suppose that all these wastes were sent and incinerated at the waste-to-energy power plant, and refer to the situation of the surrounding cities where three-segment-grate waste incinerators are applied to match with the similar component of domestic waste, the amounts of pollutants would be -6 SO2 481.8 t/a, exhaust gas 30441 t/a, NOx193.0t/a, HCl 158.5 t/a, Dioxin 4.8×10 t/a, and the discharge amounts would be SO2 132 t/a, exhaust gas 55.6 t/a, NOx193.0 t/a, HCl 28.9 t/a, Dioxin 4.8×10-8 t/a. Moreover, there would be also a few amounts of heavy metal (Hg, Pb, Cd) and fluoride, CO, etc. For details, please see Table 9.1-1. Thus, it can be seen that the environmental benefit is quite obvious merely in the sorting of recoverable matters.

Table 9.1-1 Situation of reduced generation and discharge of pollutants in 2020 after the project implementation (Incineration Method) Output Amount Discharge Amount Pollutant Remarks kg/h t/a kg/h t/a

SO2 55 481.8 16.5 132 It is planned to apply Smog 3475 30441 6.95 55.6 semi-dry process reactor and bag dust collector. Spray NOx 24.12 193.0 24.12 193.0 active carbon on the bag HCl 18.09 158.5 3.618 28.9 dust collector, enabling the desulfurization rate ≥ 85%, the collection Dioxin 6.0×10-7 4.8×10-6 6.0×10-9 4.8×10-8 coefficient ≥ 99.9%, HCl removal rate equal to 90%, and dioxin removal rate equal to 99%.

Note: To be calculated as per 8760 hours throughout the year.

Furthermore, according to the Feasibility Study Report, and in consideration of the assumption that the decrement of domestic wastes may reach 299t/d in 2017 while the carbon emission reduction of CO2 may reach 192191t/a, we can obtain reduction benefits as

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high as RMB 12.238 million yuan on the basis of 8 euros/ton.

This project also comprises the transformation of 22 small-size transfer stations, i.e. they will no longer be used as transfer stations. Currently, these transfer stations basically belong to open-types, and no odor collection & control measures have ever been applied.

Therefore, H2S and NH3 pollution arising from the waste transportation process at these transfer stations will be eliminated after the project implementation, which can improve the surrounding environment quality of these 22 transfer stations to a great extent.

9.1.2 Investments in Environmental Protection

Certain impacts on the environment inevitably exist during the construction and operation process of this project. For this reason, investments in environmental protection are required to eliminate or reduce these impacts, and this part of costs serve as the environmental protection investments for pollution control. The environmental protection costs of this project are listed in Table 9.1-2. Table 9.1-2 Initial investment for environmental protection Investment Initial Contents or Amount Investment No. Project Environmental Benefits Estimation Method (RMB (RMB 1000 yuan) 1000 yuan) Environmental Realize the current environment monitoring, status, forecast the environmental Environmental compilation of impacts, carry out focused 1 assessment environmental 250 250 pollution control, optimize the and design assessment report, environment, and ensure the environmental implementation of various engineering design measures Dust 7 small water 17.5 17.5 prevention & sprinklers 2 control during Reduce air pollution 1400m2 rainproof construction 1.2 1.2 tarpaulin period Muddy water 7 sets of drainage control during 3 ditches and 10.5 10.5 Reduce water pollution construction sedimentation tanks period, etc Temporary color steel Acoustic plate enclosure shall enclosure be calculated in the Reduce the impact of noise on 4 during 5 5 environmental surrounding sensitive points construction protection period investment, as per

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Investment Initial Contents or Amount Investment No. Project Environmental Benefits Estimation Method (RMB (RMB 1000 yuan) 1000 yuan) 20% Ecological protection Site 5 during greening(24913m2) 278.6 278.6 Reduce water loss and soil erosion construction etc. period Odor 7 sets of plant extract 238 238 prevention spray system and control 7 sets of chemical Reduce the impact of odor on the 6 1243 1243 during washing tower surrounding environment operation 6 sets of fast rolling 487 487 period shutter door Waste water control during 7 sets of wastewater Reduce the surface water 7 495 495 operation treatment system pollution period Groundwater pollution Anti-seepage & treatment 8 leakage-proof 3.5 3.5 Reduce groundwater pollution during control measures operation period Noise prevention and control Silencer, shock 9 12 12 Reduce noise pollution during foundation, etc operation period Supervise pollutant discharge, and Environmental 10 205 205 inspect whether facilities are in monitoring normal operation Supervise the implementation of Environmental Environmental 11 500 500 environmental protection supervision supervision fee measures. Total 3746.3 3746.3

The initial investment for environmental protection amounts to RMB 37.463 million yuan, accounting for 2.82% in the total engineering investment of RMB 1.32649 billion yuan.

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9.2 ANALYSIS OF SOCIAL BENEFIT AND LOSS

9.2.1 SOCIAL BENEFIT

As a social public welfare project, the social environmental impacts of this project during operating period are mainly embodied in the positive social benefits as follows:

（1） The implementation of this project is to meet Ningbo’s demand for sustainable development and environmental protection

At present, the domestic wastes collection & disposalsystem in Ningbo city has already failed to comply with the urban development requirements of Ningbo city, and will restrict its future urban development. Therefore, the implementation of this project serves as exclusive requirements for the construction of sustainable economic development and environmental friendly society. By the way, it also conforms to the needs of urban development of Ningbo city.

(2) Reduce the domestic wastes disposal quantity, improve the dwelling environment near the landfill and incineration plant, and improve the physical health levels of villagers.

In the light of predictions in Feasibility Study Report, the output amount of domestic wastes in the inner city of Ningbo until the year of 2020 will reach 5684t/d，the processing capacity will be insufficient at that time, and there exists a gap of 1300 t/d processing capacity. If this project were not implemented, new waste disposal facilities must be built in Ningbo city. Waste disposal sites have certain influence on the living environment of local residents. Therefore, the implementation of this project can reduce the difficulty of site reselection, improve the local living environment, and improve the villagers' physical health levels.

(3) By means of recovering domestic wastes, it is possible to reduce the production of paper, plastic, metal scrap, dry goods, reduce corresponding emissions of pollutants, and reduce environmental pollution.

(4) Increase employment opportunities, and improve the wage levels and living conditions among employed persons

The implementation of this project means an increase of 266 jobs, and increase of employment opportunities for many persons. In a word, it plays a certain role in improving the wage level and living conditions among employed persons.

(5) Improve the working environment of sanitation workers, and improve their health

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levels

Currently, odor collection & control measures have not been applied in these transfer stations, and the working environment of sanitation workers is in bad condition. The implementation of this project attaches importance to odor collection & control, which can improve the working environment of sanitation workers to a great extent, and thus enhance their health levels.

(6) Reduce the waste disposal amount, save the land resources for waste disposal to create other wealth for the human kind.

9.2.2 Social Impact

It means that a certain influence on the traffic, life, work and study of residents in the said area will occur during the construction period. However, this kind of influence is short-term, and recoverable. The influence during operation period mainly refers to a certain negative influence on the surrounding social environment during the implementation of various sub-projects.

Generally speaking, the social impact is rather minor. Moreover, with respect to its social benefits that generated, the social impact is much smaller. 10 Total Pollutant Load Control and Cleaner Production

10.1 TOTAL POLLUTANT LOAD CONTROL

10.1.1 Principle of Total Load Control

As one of the objectives and fundamental principles of environmental management implementation, total pollutant load control is a key environmental management policy actively enforced in China.

According to the Entry Review Procedures for Total Load of Primary Pollutants Involving Construction Projects in Zhejiang Province (Provisional) (ZHE HUAN FA [2012] No. 10), four pollutants subject to restrictive assessment during the Twelfth Five-Year Plan Period shall include chemical oxygen demand (COD), ammonia nitrogen

(NH3-N), sulfur dioxide (SO2) and nitrogen oxides (NOX).

The balance program for the total load of primary pollutants shall specify emission loads of COD, NH3-N, SO2 and NOX, the quantities of source reduction and substitution, regional balance quantity and recommended total control load. For pilot areas where the paid use

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and trading of emission rights are implemented, the balance program for the total load of the primary pollutants shall also specify the information on the paid use and trading of emission rights involving relevant projects.

If an increase in emission load of primary pollutants is necessary, external reduction and substitution shall apply to such increase section in a proportion as required to realize balance of regional total load. For the areas where the proportion of reduction and substitution of total load of primary pollutants is specified in the plan of eco-functional zones at each level and other relevant plans, the requirements in such plans shall be complied with. For other areas where such proportion is not specified, the proportion of newly-added emission loads of primary pollutants to reduction and substitution quantity may not be less than 1:1.

10.1.2 Total Load Control Factor

The pollution factors of the Project subject to total load control requirements of Ningbo

City are COD and NH3-N.

10.1.3 Indicators of Total Load Control

Table 10.1-1 below gives the information on final emission loads of such pollutants as COD, etc., after the Project is completed. Such information is based on engineering analysis result. Table 0-1 Emission Loads of Primary Pollutants No. Name of pollutant Emission load (t/a) 1 COD 4.58

The emission load indicators in above table shall be used as basis for the Project, In addition, regional adjustment balance is also needed for total load indicators, and the adjustment proportion of 1:1 shall be used for adjustment according to a document marked as ZHE HUAN FA [2012] No. 10. Accordingly, Table 10.1-2 gives the information on total load control indicators and regional adjustment load in the Project. Table 0-2 Total Load Control Indicators Total load control Total Load control indicator No. Regional adjustment load (t/a) factor (t/a) 1 COD 4.58 4.58

2 NH3-N 0.86 0.86

10.1.4 Total Load Adjustment Program

The total load indicators for the Project will be solved by applying to Ningbo

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Environmental Protection Bureau for adjustment, and such program shall, after determined, be reported to Ningbo Environmental Protection Bureau for application.

10.2 CLEANER PRODUCTION

Generally “cleaner production” shall mean the continual improvement of management and technology in the whole course of production and efforts of identifying and handling properly any problems in such production steps as raw material feeding, technical processes of products, technical route and field management, etc., through cleaner production audit of the whole production course so as to reduce the consumption of raw material and emission load of waste and pollutant, optimize the energy use, minimize the harmful impact of production activities upon environment.

Due to the absence of national cleaner production standards for the kind of projects regarding domestic refuse treatment, environmental evaluation shall be performed mainly through analyzing the level of cleaner production of the Project in terms of how advanced the process road is, the level of production control, end-of-pipe treatment as well as environmental management, and so on.

9.2.3 Advancement of Process Route

1) The Project is designed to use the method of domestic refuse sorting, gathering and disposal so as to recover the useful resource in refuse and reduce the final disposal quantity of refuse and actively help resolve the problems like land usage and secondary pollution, etc., resulting from final disposal.

2) Vertical compression processes shall be used at all refuse transfer stations in the Project if the space allows, and the percolating liquid of vertical compression can be gathered directly by refuse transfer vehicles and sent to landfill. The percolating liquid gathering and disposal facilities will not be equipped in such stations so as to effectively minimize the impact from odor generated by percolating liquid upon surrounding environment.

3) Semi-underground arrangement is adopted at Jiangdong Transfer Station, Jiangbei Transfer Station and Sorting Center Main Station House (Workshop) in this Project so that the impact from odor and noise upon surrounding environment can be effectively minimized.

9.2.4 Production Control Level

Gathering and sorting system at transfer stations in the Project will be equipped with

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automatic monitoring system, including television monitoring system, station-wide information management system, parking space LED indication system and remote information management system. Automatic monitoring system plays an active role in ensuring well-organized operation of various kinds of equipment, safe production and reasonable dispatch, etc., at stations through online real-time monitoring and automatic control of vehicle loading and unloading, equipment start-up, operation processes, etc., during operation. Therefore, the entire process control level is relatively advanced.

9.2.5 Level of End-of-pipe Treatment

Totally enclosed negative-pressure operation method shall be employed in the refuse operation area of the Project so as to effectively reduce the unorganized emission load of odor and minimize the impact upon surrounding atmosphere environment. Spraying with plant extracts plus chemical rinse processes shall be adopted for odor treatment so that odor release standard can be met.

The refuse percolating liquid shall be treated with percolating liquid disposal system equipped in Yinzhou domestic refuse landfill; after relevant standards are met, each of other kinds of effluent shall enter municipal drainage system in each district and be gathered in urban WWTP for centralized treatment. Each kind of sewage may be released after applicable standards are met.

The environmental health department is entrusted to treat domestic refuse, and some qualified companies like Beilun Environmental Protection Solid Waste Treatment Company, etc., shall be entrusted for safe disposal of dangerous solid waste, and each kind of solid waste may be sorted, gathered and treated properly.

9.2.6 Summary

To sum up, the implementation of the Project will actively promote land use conservation and environmental protection; in addition, advanced and reasonable waste separated disposal processes will be applied and mature and highly-efficient end treatment facilities will be equipped for end treatment so as to enable the discharge of pollutants to meet relevant standards; furthermore, major production processes will be controlled automatically. The construction of the Project is basically consistent with the principle of cleaner production.

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11 11 Environment Management and Monitoring Plan

11.1 ENVIRONMENT MANAGEMENT PLAN (EMP)

11.1.1 Establishment Purpose, Action Program and Requirements

11.1.1.1 PURPOSE

EMP establishment aims to establish technologically feasible, financially sustainable and operational environment countermeasures for unavoidable environment impacts of the project and apply such countermeasures for project construction and operation in order to reduce the negative impact of the project on the society and environment as far as possible and dispose or relief the remaining environment problems with proper environment countermeasures.

11.1.1.2 ACTION PROGRAM AND REQUIREMENTS

With the joint effort of officers of the World Bank, international consultants, environment assessment unit and Ningbo Environment Protection Bureau, the general environment management aim of the project construction period and operation period is to keep sustainable development of Ningbo’s society, economy and environment, maintain or improve Ningbo environment quality, reduce or compensate, minimize the negative impacts brought to the community and environment by the project construction.

Specific actions include:

1. Put forward and implement the environment management and environment monitoring plan;

2. Put forward and implement pollutant control strategy in order to mitigate the impact on the environment.

Specific requirements:

1. Check the monitoring results of the monitoring factors listed in the environment monitoring plan of construction period and operation period;

2. Implement all the environment mitigation measures set forth in the environment impact report according to specified procedures.

11.1.2 Implementing Agencies

In accordance with the relevant provisions and demands of the project, in order to better realize the demonstration effects of the project, the environmental protection department will perform the regulatory responsibilities legally to the project, besides, it is planned to appoint special-assigned personnel in project management offices at 169 various levels to take charge of environment management work, build the environment management system including supervisory bodies, implementing agencies and consultation service firms.

11.1.2.1 SETTING OF ENVIRONMENT MANAGEMENT AGENCIES

For the organization chart of the project management agencies, please refer to Table 11.1-1.

Municipal Leading Group for Domestic Waste World Bank Classification Treatment and Recycle

Ningbo Project Management Office Ningbo Environmental for Water & Environment Project Protection Bureau Municipal Project District Leading Group Management Office Design and Consultation Unit

Environment Consultation Unit Environment Monitoring Agency District Environmental Protection Bureau

District Subproject Office and Operation Environment Unit of Kitchen Waste Treatment Plant Supervision Unit

Contractor

Fig. 11.1-1 Organization Chart of Project Management Agencies

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Table 11.1-1 Responsibilities and Staffing of Agencies in Environmental Management System Institution Institution Staffing Institution responsibilities name type 1) The World Bank assigns inspection mission annually to take charge of conducting special inspection to the Supervisory project implementation; World Bank 1 person institution 2) Inspect the implementation conditions of the loan agreement for the project and implementation conditions of Environment Management Plan. Conduct whole-process environment monitoring and Environmental supervision and management to the project, including protection approval for evaluation report of project environment Supervisory agencies at 1 person influences (including the environment assessment work institution different of subprojects), environment monitoring, supervision levels and management at the stages of project construction and operation etc. Specifically take charge of daily work for domestic Municipal Administrative waste classification and recycle, and coordinate to 1 person leading group organization promote the smooth implementation of various work for domestic waste classification and recycle. PMO for Water & Management 1) Take charge of contacting with the World Bank; 1 person Environment organization 2) Operate relevant business procedures in World Bank Project 1) Supervise to implement Environment Management Plan, ensure that the corresponding environment management regulations are included in the bidding documents and construction contract of the project, and organize and coordinate the relevant trainings; 2) Supervise, coordinate and implement domestic environmental management requirements and that in Municipal Management World Bank; 2 persons Project Office organization 3) Submit environment management plan implementation report semiannually; 4) Inspect the environment management work in all districts; 5) Coordinate to solve significant environment issues with other relevant departments; 6) Entrust external environment experts to conduct inspection to the project. 1 person Take charge of daily work for domestic waste District Administrative respectively classification and recycle, and coordinate to solve leading group organization in relevant possibly generated problems districts Sub-PMOs in 1) Take charge of the initial preparation of the project, all districts 2 persons organize to implement the construction, and take charge and operation Administrative respectively of construction quality and safety production units of organization in relevant supervision; Kitchen Waste districts 2) Take charge of daily environment supervision and Treatment and management during the construction period and 171

Institution Institution Staffing Institution responsibilities name type Plant Kitchen operation period of the project; Waste 3) Take charge of completion acceptance after the Treatment project is built; Plant 4) Supervise to implement the rules and regulations for environment management of subprojects; 5) Write the environmental protection measures in the environment management plan into the contract for project construction; 6) Invite, supervise and coordinate the construction supervision (qualification, responsibilities and management); 7) Organize to implement environment management training program; 8) Organize monographic study or relevant investigation work; 9) Well take notes on the complaint contents in the course of project construction and operation, and handle that, answer the treatment results to the public and solve the appealed problems by public; 10) Check the environment supervision and environment consultation reports; 11) Submit reports (statements) to municipal project office and district subproject office each quarter; 12) Sign to accept the field checklist reported by construction unit and supervisory unit, verify the sensitive problems for the environment, and conduct filing; 13) Receive environment work inspection (including project inspection of World Bank). 1) Conduct field visit to all subprojects, and conduct Environment Environment assessment on the environment; consultation service Several 2) Take charge of compiling contents in Environment unit institution Management Plan and providing relevant consultation service. 1) Construction supervisor is separately entrusted by municipal project office or district subproject office; 2) Supervise and inspect domestic sewage treatment, industrial wastewater treatment, exhaust gas, dust and Construction noise control measures, production, domestic waste and supervisor epidemic prevention in the construction area; Consultation (undertaking 3) Periodically fill in various inspection lists in service 1-2 persons environment Environment Supervision Report; institution supervision 4) Propose corrective solutions on the environmental work) protection issues met by the construction unit in the construction activities and follow up to implement, including issuing of rectification notice, rectification check sheet and inspecting document filing; 5) Submit project implementation condition to the 172

Institution Institution Staffing Institution responsibilities name type district subproject office each week.

1) Formulate various environmental protection measures during the construction period; 2) Receive the supervision and inspection from construction supervisor, World Bank and environmental protection departments at all levels on environmental protection; 3) Set up a feedback system, after receiving the rectification notice, finish rectification within 3 Implementing workdays (in case of requiring administrative institution Contractor Several organ conducting coordination, finish rectification within 10 workdays); 4) Complete the construction site checklist together with the construction supervisor before construction to submit to the municipal project office and district subproject office; 5) The construction unit shall report the project implementation conditions to the construction supervisor each week. Conduct environment monitoring to the project Environment according to Environment Monitoring Plan during the Monitoring monitoring Several construction period and operation period of the project, institution institution conduct filing and report to all municipal project offices and district subproject offices.

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11.1.3 Environment Management

The purpose of preparing the EMP is to put into practice the proposed environmental protection measures and recommendations in this report against the environmental impacts; and put forward the requirements on the supervisions at the implementation period (design and construction) as well as monitoring in the operation period.

1) Design stage

The design institute should incorporate the environmental measures set forth in this report into the design of construction drawings; the environmental protection departments of the owners should take the charge of reviewing the design plans for the environmental measures for the subprojects, and accept the supervisions by local environmental protection agencies.

2) Tendering stage

In preparing bidding documents for the subprojects, the owners should incorporate into them these environmental protection measures proposed in this report, as required in the action plan for implementation of environmental proteciton and management procedures, and include them into the contracts as well; in the bid documents, there should be contents related to environmental protection and civilized construction, and in the contracts with the contractors there should be relevant clauses and recommendations as set forth in this report.

3) Construction stage

The owners should organize and conduct the environmental protection publicity, education and training, organize and implement the enronmental action plan, deal with environmental pollution accidents and pollution disputes in a timely manner, and accept the supervision and guidance of the local departments of environmental protection. The owners should also require that the construction supervision companies should staff supervision engineers with certain environmental protection knowledge and skills to take responsibilities for environmental management and supervision in the construction periods, with emphasis on protection of water environment and prevention of construction noise and dust pollution.

The contractors should accept the supervisions and guidances of the owners and local environmental protection agencies, and according to the measures for environmental protection and civilized construction set forth in the bidding documents and contracts put these measures into practice. Each contractor should staff at least one full-time environmental worker to supervise and manage the implementation of the environmental protection measures.

After the construction is completed, the owner should organize a comprehensive

174 inspection on the implementation of the environmental measures and environmental recovery of the construction site, urging the contractor to timely withdraw from the site occupied temporarily by it, remove temporary facilities and restore the land and vegetation destroyed.

4) Operation period

For the environmental management and monitoring during the operation period, the operation and management agencies will be responsible for the environmental management and monitoring. The environmental measures are detailed in Chapter 7 of this report; and for the monitoring, refer to Table 11.2-1.

11.2 ENVIRONMENT MONITORING PLAN

11.2.1 Environment Monitoring Purpose

Environment monitoring is a key link and technical support in the environmental protection, and a necessary approach of environment management, the purpose of conducting environment monitoring lies in:

1) Inspecting the environmental issues existing in the construction period of the project such as protection to the bare ground, construction raise dust, construction wastewater etc. so as to dispose of them in a timely manner;

2) Inspecting and tracking the implementation and effect of environmental measures in the operation process after the project is put into production; mastering the changes of environmental quality;

3) Understanding the operation status of environment and engineering facilities of the project to ensure smooth operation of facilities;

4) Understanding the implementation of environmental quality monitoring related to the project;

5) Providing technical supports for improving the quality of the regional environment with the project.

11.2.2 Monitoring Implementation and Plan

According to the environmental impact prediction results, the sensitive points with relatively obvious pollution will be taken as the monitoring points. In accordance with the pollution in the construction period and operation period, monitoring contents and factors are selected in a pertinent way. Monitoring and analysis methods adopted are those specified in the Environment Monitoring Technical Specifications issued by the Ministry of Environmental Protection. The assessment standards executed are those confirmed in this report. Monitoring agencies are the local environment monitoring stations or social environment monitoring agency with monitoring qualifications. The 175 responsible organizations are the municipal PMO and sub-PMOs; Supervisory organs are environmental protection (sub-)bureaus in the districts concerned. See Table 11.2-1 for the monitoring plan. As estimated, the monitoring cost would be 2.05 million yuan a year.

11.2.3 Environment Monitoring Report

11.2.3.1 ENVIRONMENT MONITORING REPORT IN CONSTRUCTION PERIOD

In the construction period, the Ningbo Municipal Waste Collection and Recycle Project Office shall entrust the local monitoring station to conduct environment monitoring of the atmosphere, noise and nearby surface water bodies, and submit the report to local environmental protection agencies. The contents of report in this period shall include project implementation progress, main construction contents and methods, comments on environmental impacts and implementation of environmental impact mitigation measures. During the project construction, monthly report shall be prepared every month and submitted to the project management division and the Ningbo EPB.

11.2.3.2 ENVIRONMENT MONITORING REPORT IN OPERATION PERIOD

In the project operation period, the environment monitoring should be conductd on the operation of the project according to the requirements of EA, monitoring reports submitted to the local environmental protection agencies in a timely manner.

Contents of monitoring report mainly include:

1) Monitoring time, frequency, point location, monitoring items and methods;

2) Monitoring data and statistical analysis.

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Table 11.2- 1 Summary of Environment Monitoring Plan Environmental Environment Monitoring Periods factors Time and frequency Place Indicators Atmospheric Separately conduct 1 / yr monitoring, 2 days each time, the sampling Plot construction TSP environment time is no less than 12h everyday points of the project Water Plot surface water COD , pH, SS, Construction Separately conduct 1/ semi-annual monitoring, 2 days each time Cr environment body of the project petroleum period Separately conduct 1/ quarter monitoring, with the frequency of once Plot nearby Acoustic one day, test both in the daytime and nighttime each in case of nighttime neighborhoods of L eq environment A construction. the project Exhaust device outlets, plant Atmospheric boundary, 1/ quarter, 2 days/ time, 4 times/ day H S, NH etc. environment surrounding 2 3 sensitive points of the subprojects Operation Plant boundary of Noise 2 time/ yr, 1 day/ time, the daytime and nighttime once for each L eq period the subprojects A Sewage end pH, COD , BOD , Surface water Cr 5 1/ quarter (2 days/ time, morning and afternoon once for each) treatment outfall of NH -N, SS environment 3 the subprojects TP, E. coli and others pH, mercury, chromium, copper, One point set in the Soil environment Monitor once in the fifth year of project implementation zinc, nickel, lead, cadmium, subproject site arsenic, etc.

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11.3 PERSONNEL TRAINING

The purpose of environment management training is to ensure that the environment management work is carried out smoothly and effectively, make relevant personnel be familiar with the contents and procedures of the environment management and ensure the effective implementation of environmental protection measures.

Training-targeted Persons

Training objects: All the staff of the Offices of Environment Management at the levels of city and district, project owners, all the staff of the environmental supervision, representatives of environment monitoring agencies, representatives of main contractors, and so on.

Training Contents

1) Mastery and application of World Bank’s environmental policies, domestic environmental laws and regulations, environmental standards;

2) Environment management mode of World Bank funded projects and environmental provisions in the Loan and Project Agreements;

3) Project environment management programs;

4) Project environment management provisions;

5) Responsibilities and inter-relationships of environment management personnel, environmental supervision personnel, environment monitoring personnel and contractors;

6) Preparation of environment management work report, the environmental supervision report, environment monitoring report, the contractor’s logs, monthly reports, interim reports and annual report as the technical documents of “Three meanwhile’s” acceptance inspection;

7) Basic knowledge of waste classification collection, work arrangement, collection and transportation arrangements, work records and data feedback, arrangements for volunteers’ day-to-day supervision.

Capacity Building and Training Program

For details, refer to Table 11.3-1, the costs have been included in the cost estimate for the project.

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Table 11.3- 1 List of Capacity Building and Training Program Budget Name of Training (ten Training subject Training object Component time thousand yuan) Municipal PMO, District Environmental regulations and Sub-PMOs, contractors, 4.0 policies supervision companies Component 1 Construction Implementing environment Contractors, supervision (domestic 30.0 period management plan companies, District Sub-PMOs waste Contractors, District classification, Emergency processing 2.0 Sub-PMOs sorting, Subtotal in construction period(year) 32.0 transfer Component 2 Environment monitoring 15.0 (kitchen inspection report waste Operation District Sub-PMOs Environmental protection treatment period facilities, environmental protection 15.0 facilities) measures Subtotal in operation period(year) 30.0 Total(year) 62

Estimate Cost Component Training Training Training contents Trainees Frequency (10 name time mode thousan yuan) Basic knowledge Relevant person in charge 1 time/ yr of of the area, street, for Component 3 Centralized waste community, property municipal (implementat training in 2013 ～ lassification companies, sanitation level, 2 ion capacity levels, layers, 397 2017 collection, work work management, times/ yr strengthenin districts and arrangement, residential cleaners, for district g subproject) batches collection and classification volunteers, level, 1 transportation classification supervisor, time/ yr for

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arrangements, community residents, the street work records and removing and disposing and data feedback, unit operating personnel community arrangements for etc volunteers’ day-to-day supervision. Component 4 Municipal project office, Training 2 Business (project Each Training, district project office, in times/ yr, learning, study, 330 management year seminar the country, foreign seminar 1 expert seminars subproject) countries. time/ yr

11.4 INFORMATION EXCHANGE, SUMMARIZATION AND REPORT

11.4.1 Information Exchange

Environment management requires necessary information exchange among different departments, and different posts in the organization, at the same time the organization shall inform related information to the outside (relevant sides, the public etc). The internal information exchange can be conducted in the forms of meeting, internal brief report etc, and there should be one formal meeting each month, all the exchanged information shall be recorded and filed. The information exchange about environment management plan of the project shall be conducted once each half year or one year, and the information exchange with the cooperation units shall be minuted down and filed.

11.4.2 Recording

The organization shall establish a complete record system for the effective operation of the environment management system, maintaining the records about the following aspects:

1) Legal and regulatory requirements;

2) Licenses;

3) Environmental factors and related environmental impacts;

4) Training;

5) Inspection, checking and maintenance activities;

6) Monitoring data;

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7) Uncompliance; the effectiveness of corrective and preventive actions;

8) Information of relevant sides;

9) Approval;

10) Review.

In addition, the above mentioned records shall also be controlled, including: record identity, collection, cataloguing, filing, storing, management, maintenance, inquiry, storage life, disposal etc.

11.4.3 REPORTING

In the process of project implementation, the environmental monitoring unit should record the project progress, management plan (EMP) implementation, environmental quality monitoring results, etc. and report timely to the relevant departments. They mainly include the following three aspects:

1) The monitoring unit and the contractors should make detailed records of the implementation of EMP, and report promptly to the project management office;

2) The project progress report (such as monthly, quarterly, and annual report, etc) prepared by the project management office should include the contents of EMP progress, such as the implementation progress, implementation effect, etc. of EMP;

3) The implementation report of district-level environmental management plan should be annually submitted to the municipal project management office before March 10. The report consists of two parts, namely the implementation summary report of environmental management plan and 2 professional monitoring reports namely the groundwater monitoring report ( once for every 2 years) and the environmental quality monitoring report;

4) The municipal project management office should prepare the annual EMP implementation report and submit it to the World Bank before March 31 of the next year. The annual EMP implementation report of the project should be prepared, and submitted to the World Bank prior to the submission deadline required by the World Bank.

EMP implementation report should include but not limited to the following contents:

1) The implementation of training program;

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2) The project progress status;

3) Whether there are public complaints; in case of complaints, the main contents, solutions and public satisfaction degrees of complaints should be recorded;

4) The EMP implementation plan for next year.

11.5 CONTINUAL PUBLIC PARTICIPATION PLAN AND COMPLAINT

MECHANISM

11.5.1 Continual Public Participation Plan

1. In the construction period and three years after the operation, a random return visit investigation on various environment sensitive targets should be conducted quarterly, and a public participation investigation meeting should be annually held in field in the area where environment sensitive targets are relatively concentrated.

2. Based on the results of quarterly investigation and annual investigation, the public satisfaction degrees should be evaluated and relevant opinions should be analyzed, when necessary, the environmental megitation measures should be improved.

11.5.2 Dispute Complaint Channel

11.5.2.1 ESTABLISHMENT AND COMPOSITION OF COMPLAINT ORGANIZATION

The complaint acceptance leading group of project environmental impact is established. All levels of project management offices should assign special personnel to take charge of complaints of residents and villagers, publicize complaint telephone, and accept consultation and complaint of the public.

11.5.2.2 COMPLAINT PROCEDURES

The complaint handling leading group and its office will receive the public’s complaint as from one week after the project construction is started. At the same time, the complaint telephone and complaint mailbox will be started. The detailed complaint procedure is as follows:

1) First Stage

If residents in project area are discontented with the environment management plan or the construction and operation of the project affect the local environmental quality, they can

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put forward oral or written complaints to district subproject management office; for oral complaints, the district subproject management offices need to make treatment and written records. Reasonable requirements or suggestions should be solved in 2 weeks after reception of the complaint.

2) Second Stage

If complainants are still unsatisfied with the treatment decision of the district subproject management office, they can lodge a complaint to the municipal project management office; the municipal project management office needs to make a treatment decision in two weeks after reception of the complaint.

3) Third Stage

If complainants are still unsatisfied with the treatment decision of municipal project management office, they can propose a report or complaint to local environmental protection bureau after receiving the decision.

11.5.2.3 COMPLAINT FEEDBACK MECHANISM

Complaint feedback mechanism includes standardized recording, tracking and regular reporting systems.

1) Standardized recording: the complaint record mainly includes: basic situation of complainant, basic situation of complained items, basic situation of replier, solution and achieved effect.

2) Tracking: making a return visit to complainant to make sure wherther the complaint is treated or not, whether the complainant is satisfied with the treatment effect or not, etc.

3) Regular report: complained issues should be regularly reported in writing to the higher level management office and written into the next year’s plan in order to avoid the occurrence of similar events.

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12 12 Public Participation

12.1 PURPOSE OF SURVEY

This project serves as an important measure of improving the urban domestic waste collection and disposal system in Ningbo City, and plays an important role in promoting the city appearance and sanitary environment. However, the project construction will inevitably bring favorable or unfavorable influences to the local environment, and the public, in consideration of their own interests, may hold different views and opinions on the project implementation. Therefore, launching public participation is of positive significance in terms of promoting and improving the project decision. In addition, it also serves as an important content of environmental impact assessment.

12.2 BASIS OF LAUNCHING PUBLIC PARTICIPATION

According to Provisional Rules of Public Participation in Environmental Impact Assessment and its Procedures(Issued by the National Environmental Protection Bureau [2006]No.28) , Implementation Guideline for the Strengthening of Public Participation in Environmental Impact Assessment of Construction Projects in Zhejiang Province (Issued by National Environmental Protection Bureau of Zhejiang Province[2008] No.55) , Management Measures for Environmental Protection of Construction Projects in Zhejiang Province(Decree No. 288 of the Zhejiang Municipal People's Government) , plus related provisions and requirements specified in World Bank ’ s Operational Policy for EIA(OP4.01) , it is planned to launch public participation.

12.3 PRINCIPLE OF SURVEY

It is planned to follow the principle in terms of combining focused survey with randomized survey, with the purpose of being impartial, avoiding the propensity and personal feelings of investigators, as well as other subjective factors.

12.4 METHOD OF SURVEY

It is planned to adopt two kinds of forms, i.e. public inquiry and public notice. The public inquiry takes such forms as distribution of questionnaires, consultation for expert advice and organization of symposiums. In the light of the requirements specified in Operational Policy for World Bank’s Environmental Impact Appraisal(OP4.01) , it is planned to arrange the second round of questionnaire survey during the EIA period.

12.5 INFORMATION DISCLOSURE

Information disclosure about this round of EIA has been arranged via the 9th version of Ningbo Daily and Ningbo Municipal Administration Network on November 5, 2012. Meanwhile, public announcements have also been posted on notice boards throughout

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Wangchun Subdistrct Office(corresponding to Haishu transfer station) , Zhuangqiao Subdistrict Office and Hongtang Subdistrict Office (corresponding to Jiangbei transfer station, inclusive of classification Transfer Station) , Fuming Subdistrict Office(corresponding to Jiangdong transfer station) , Zhaobaoshan Subdistrict Office(corresponding to Weihailu transfer station) , and Dongqian Lake Management Committee (corresponding to Dongqian Lake transfer station), notifying the project information, and the lookup patterns of Report. The announcement photos are shown in Figure 12.5-1 ~12.5-3.

Website of information announcement: http://www.nbcg.gov.cn/view.aspx?id=1278243297&catid=2

No feedback opinions or suggestions were received during the duration of public announcement.

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Figure 12.5-1 Information Announcement in Ningbo Daily

Public Announcement regarding Environmental Impact Assessment of Ningbo Municipal Solid Waste Minimizing and Recycling Project Funded by World Bank

To take full advantage of the World Bank loan, enhance the reduction, reclamation, and decontamination levels of urban domestic wastes, improve the urban living environment, and optimize the urban environmental quality, the city intends to build this project.

According to national regulations and requirements of World Bank, the public announcement is released to enable the public to understand and participate in EIA work. I. Project name and summary

Project name: Ningbo Municipal Solid Wastes Minimizing and Recycling Project funded by the World Bank

Project summary: The scope of project covers 6 districts of our city, national high-tech zone, and planning built-up area of Dongqian Lake Travel Resort. It is planned to newly build garbage transfer stations, 1 classification transfer station in Jiangdong District, Jiangbei District, Yinzhou District, Haishu District, and Dongqian Lake Travel Resort, rebuild 2 garbage transfer stations in Zhenhai District, and 1 kitchen waste destructor plant. Moreover, it is also planned to carry out the public environment & health propaganda and education throughout the city, construct intelligent sanitation management information system, formulate standards for domestic wastes classification, and conduct relevant researches. II. The main working procedures and working contents of EIA

Receive consignation → data acquisition, investigation, monitoring and evaluation of environmental status→ prediction, analysis and evaluation of environmental impact → preparation of environmental impact assessment report → submit to a higher level for approval or revision. III. Main issues regarding the solicitation of public opinions

It is mainly planned to solicit public opinions about environmental protection in this project, yet, other aspects shall not be included186 in this scope of solicitation.

The public can go to Ningbo Environmental Protection Science Research Institute (No.58, 48 Alley, Yimin Street, Haishu District) to consult the Environmental Impact Assessment Report or contact by making phone calls (E-mail). Welcome to participate in

Figure 12.5-2 Information Announcement On Website of Ningbo Municipal Bureau of City Administration and Law Enforcement

12.6 INTERVIEWS WITH THE MASSESS

During the period of EIA, project implementation unit and EIA unit have paid several visits to the masses, units, and organizations where the project sites are located, and organized several small-sized informal discussion meetings in order to have deeper understanding of the public views and opinions about this project, and extensively solicit opinions. The situation of public participation is shown in Table 12.6-1, and the opinions during interviews are summarized as follows,

1) As the degree of difficulty exists in the classification of domestic wastes，it is necessary to contact and coordinate with relevant departments from streets, communities, and real estates ahead of time, increase propaganda strength, improve the level of knowledge about waste classification among the public, and make better their living habits;

2) Waste classification is important issue, and it can be well done as long as waste classification is carried out according to the requirements of World Bank, plus government decision making and resource guarantee. It is recommended that this project (Yinzhou transfer station) should be orientated as environmental education base;

3) It is advisable that transfer stations should not be arranged within the region which is near to the waste terminal disposal plant. Instead, the waste should be directly transported to the terminal disposal plant so as to save costs, and improve processing efficiency;

4) Waste collection and transportation should not hit the marketization road. The subsequent operation and management of waste transfer station are very important, and the environmental problems correlate with the management level and responsibility of working

187 staffs;

5) The interests of villagers must be taken into consideration during the project implementation, and the entrances & exits of Yinzhou transfer station should be arranged to the southwest side of plant area;

6) The reasons why villagers in Xuanpei Village have larger differences in opinion about the site selection of kitchen waste disposal plant lie in the fact that they believe the odor arising from Yinzhou domestic refuse landfill has produced adverse effect to the living environment, and have a fear that the environment may be deteriorated after the completion of kitchen waste disposal plant. Moreover, some villagers also hope that Xuanpei Village (administrative village) can be relocated as a whole.

Table 12.6-1 Summary of participation status of informal discussion meeting No. Date of Time Place Participant Respondent Municipal project Yu Hongguang from Sangjia Community Committee of office, EIA staffs the village 1 September 4, 2012 Fuming Street, Jiangdong District from our research committee and institute some villagers Secretary Lu, Xiashen Village Committee, 2 September 17, 2012 Village Party Hongtang Street, Jiangbei District Branch Wang Tianping Songjiacao Village Committee, from village 3 September 17, 2012 Gaoqiao Town, Yinzhou District EIA staffs from committee and our research some villagers institute Tao Cailiang from Guanai Community, Wangchun 4 September 17, 2012 the community and Street, Haishu District other residents Director Fu from 5 September 17, 2012 Zhenhai Sanitation Center the sanitation center and other people Village committee Sangjia Community Committee of 6 November 5, 2012 secretary and some Fuming Street, Jiangdong District villagers EIA staffs from Working Xiashen Village Committee, our research 7 November 5, 2012 personnel in village Hongtang Street, Jiangbei District institute committee Guanai Community, Wangchun Residents in the 8 November 6, 2012 Street, Haishu District community Municipal Village committee Meeting room of Jiangshan Town 9 November 6, 2012 Finance Bureau, secretary and some Government, Yizhou District Municipal Project villagers Office, City Management Bureau of Village committee Meeting room of Dongqiao Town 10 November 6, 2012 Yinzhou District, secretary and some government, Yinzhou District EIA staffs from villagers our research institute

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12.7 QUESTIONNAIRE SURVEY

12.7.1 First round of Questionnaire Survey

12.7.1.1 SURVEY CONTENTS

After the unfolding of EIA work for this project, we conducted the first round of questionnaire survey which is involved in several communities and villages nearby the selection sites in Sangjia community, Jiangnan community, Xiashen village, Guanai community, Songjiacao village, Xinyi community, Luotuo street, Zhaobaoshan street, Dongqianhu town, Jiangshan town of Yinzhou district, together with three demonstration pilot projects throughout Wenjiao street, Baizhang street, and Baiyun street. The first round of public participation individual-oriented questionnaire and group-oriented questionnaire are shown in Tables 12.7-1 and 12.7-2 respectively.

According to the survey principle, and based on the envisage in terms of increasing the survey strength as much as possible to obtain more information, the design of survey form gives priority to the selection of those issues sharing the closest relationship with public concerns. Secondly, the pattern of simple answer sheet (by ticking“√”) is also applied in the survey form to save time and facilitate statistics.

12.7.1.2 RESULTS OF QUESTIONAIRE SURVEY

A total of 185 sheets of individual-oriented survey forms have been distributed in the first round of questionnaire survey, and 185 sheets were recovered, representing 100% of recovery rate. 11 sheets became invalid due to incomplete or inconsistent information, EIA personnel carried out statistics about the remaining 174 effective survey forms, and the basic situations of respondents are shown in Table 12.7-3 and Table 12.7-4, respectively. The public participation survey forms were randomly distributed. In other words, the occupations and education backgrounds of the respondents were not known in advance. For this reason, the survey results possess better representation.

The first round of individual-oriented survey results are shown in Table 12.7-5. Given that the impact of this project on environment is within the permitted range of our country, it is thus clear that 144 persons support the project, accounting for 82.8%; 24 persons hold neutral attitudes, accounting for 13.8%; and 6 persons oppose, accounting for 3.4%. The widespread concerns among opposers focus on the possibility that the operation of waste Transfer Station may generate odor that have impacts on the health and livings of surrounding residents.

A total of 32 sheets of group-oriented survey forms have been distributed in the first round of questionnaire survey, and 32 sheets were recovered, representing 100% of recovery rate. 2 sheets became invalid due to incomplete information, EIA personnel carried out statistics about the remaining 30 survey forms, the basic situations of group-based respondents are shown in Table 12.7-6, and the group-oriented survey results are shown in Table 12.7-7. Given that the impact of this project on environment is within 189

the permitted range of our country, it is thus clear that 22 units support the project, accounting for 73.3%; 7 units hold neutral attitudes, accounting for 23.3%; and 1 unit oppose.

It can be seen from the survey results that a majority of people held supportive opinions about this project, and considered that the project implementation is of far-reaching significance in improving the living environment, reducing the pollution of domestic wastes, improving environmental quality, and achieving the resource reutilization. While expressing their supports, the public also put forward several opinions and suggestions for the project construction as follows,

1) Implementation serves the key to the project, and it is suggested that the project should be implemented as per the concrete scheme, and the road towards low carbonization and regularization should be persisted;

2) It is suggested that more considerations should be given to environmental factors in the aspect of waste bag, and the principle of low-carbon green should be persisted;

3) At present, some of the masses remain ignorant of refuse classification, so, it is advisable to intensify the propaganda strength, and enhance the civilization consciousness and living habits among residents;

4) Even though the overall project plan is relatively reasonable, there still may be unknown problems. For this regard, further improvements are required in the implementation process;

5) It is suggested that earlier investigation & demonstration work should be well prepared, and planned in a feasible manner. In addition, public announcements should be arranged via all kinds of channels to widely listen to the public opinions.

12.7.2 Second round of questionnaire survey

12.7.2.1 SURVEY CONTENTS

According to the demands from World Bank, the second round of questionnaire survey was conducted at the later stage of EIA. Based on the introduction of overall situation regarding this project, this round of survey further revealed the main environmental impacts, mitigation measures to be taken, and other contents that trigger common concerns. The second round of questionnaire forms are shown in Forms 12.7-8 and 12.7-9 respectively.

12.7.2.2 RESULTS OF QUESTIONAIRE SURVEY

The respondents in the second round of questionnaire survey mainly centered on the residents and groups living in the vicinity of transfer stations throughout Jiangdong, Jiangbei, Haishu, Dongqian Lake, and their service areas.

A total of 200 sheets of individual-oriented survey forms have been distributed, and 200 190 sheets were recovered, representing 100% of recovery rate. The basic situations of respondents are shown in Forms 12.7-10 and 12.7-13 respectively. The survey results are shown in Table 12.7-15. According to the survey results, the support rates of those respondents living in the vicinity of transfer stations throughout Jiangdong, Jiangbei, Haishu, Dongqian lake account for 58%，94%，78% and 90%, respectively, and the objection rates represent 18%，4%，8% and 2%, respectively. The details are shown in Table 12.7-1.

The reason why the public opposes mainly focuses on the fear that the odor and waste water may cause environmental pollution, and have impact on the livings and health of residents since their living quarters are relatively nearer to the planning sites of transfer stations. The details of objections are shown in Table 12.7-16.

A total of 50 sheets of group-oriented survey forms have been distributed, and 50 sheets were recovered, representing 100% of recovery rate. The basic situations of group respondents are shown in Table 12.7-17 and Table 12.7-20, respectively. The survey results are shown in Table 12.7-21.

According to the survey results, BOBO town community committee, 450m away from the east side of Jiangdong transfer station held opposite opinions about this project, and considered that the construction of another waste transfer station might bring about negative impacts on the community surrounding environment since a WWTP already exists near the selection site. In addition, 5 enterprises within Sangjia Industrial Zone where the selection site of Jiangdong transfer station is located also expressed their opposite opinions, and the main reason was their dissatisfactions with relocation of residents. The remaining groups supported or held neutral attitude, and the support rate was 53.3%.

The majority of group respondents in the vicinity of Jiangbei transfer station supported the project construction, and the support rate was 85%.

9 group respondents in the vicinity of Haishu transfer station received the survey, among them, 7 held neutral attitudes, and 1 held supportive attitude. Songjiacao village committee didn’t declare their stands for the reason that it can not define the problems which may be encountered during the project implementation.

Among 6 group respondents in the vicinity of Qiandong lake transfer station received the survey, among them, 4 held supportive attitudes, and 2 held neutral attitudes.

Meanwhile, some grass-root respondents put forward several valuable advices and suggestions for the project implementation as follows,

1) Refuse classification should be refined, and special supervision department should be established;

2) The site selection of transfer stations should be away from villages, and should not bring about negative impacts on the livings of residents; 191

3) Prior to the project implementation, it necessary to evaluate the impacts of transfer stations on water, air, noise, environment, and traffic in a scientific manner.

4) It is advisable that totally-closed measures should be taken in transfer stations.

5) It is suggested that the later-stage environmental management and supervision should be handled properly.

Table 12.7-1 First round of public participation individual-oriented survey form for Ningbo Urban Domestic Wastes Collection & Cyclic Utilization Project Note: Please mark “ √ ”in the following form to show your selection. Telephone Name Address Number Sex Occupation Individual Male Female Worker Farmer Carder Teacher Student Others Worker Age Level of Education Lower Junior Senior Higher than Junior 18～30 31～40 41～50 51～60 ＞60 High High than primary College School School university school Survey Contents No. Problems Options Remarks What do you think about the Relatively good 1 environmental quality status Ordinary of Ningbo? Relatively poor What do you think about the Relatively good 2 domestic wastes disposal Ordinary status of Ningbo? Relatively poor Do you think the domestic Reasonable wastes disposal concept for 3 Ordinary the demonstration project is reasonable? Not very reasonable What do you think about the Favorable impacts of project 4 Unfavorable implementation on resources and environment? No impacts Given that the impact of this Support project on environment is 5 within the permitted range of Neutral attitude our country, do you support this project? Oppose 6, Please list your reasons, provided that the domestic wastes disposal concept for the demonstration project is not very reasonable in your opinion.

7, Please respectively list your reasons, whether you support or oppose this project. 192

Table 12.7-2 First round of public participation group-oriented survey form for Ningbo Urban Domestic Wastes Collection & Cyclic Utilization Project Note: Please mark “ √ ”in the following form to show your selection. Unit name: Type of Unit: Address Telephone Number No. Problems Options Remarks Relatively What do you think about the good 1 environmental quality status Ordinary of Ningbo? Relatively poor Relatively good What do you think about the domestic 2 Ordinary wastes disposal status of Ningbo? Relatively poor Reasonable Do you think the domestic wastes

3 disposal concept for the demonstration Ordinary project is reasonable? Not very reasonable Favorable What do you think about the impacts 4 Unfavorable of project implementation on resources and environment? No impacts Support Given that the impact of this project on environment is within the permitted Neutral 5 range of our country, do you support attitude this project? Oppose 6, Please list your reasons, provided that the domestic wastes disposal concept for the demonstration project is not very reasonable in your opinion.. What’s your suggestions for improvements in your perspective?

7, Please respectively list your reasons, whether you support or oppose this project.

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Table 12.7-3 Statistical table regarding the basic situation of respondents (individual-oriented) in the 1st round of survey Distance Attitude Contact Place of Residence from the No. Name Sex Orientation or Method (or place of work) project opinion (m) 4# Within the Li 1 Male 15867218696 Xishao Village, Jiangbei selected 0 Support Qiangming* District site LI 2 Male 13838261366 North side 30 Support Wenming Liao 3 Female 15990269992 North side 30 Support Dongmei 4 Jin Liemin Male 56133031 200 Support 5 Yue Chaojin Male 13656846283 200 Support Guo 6 Male 15067464290 200 Support Zhoucheng Wang 7 Female 13884097680 200 Support Shuiping Xiashen Village, Jiangbei Wang 8 Male 130008998990 District 200 Support Jiateng 9 Chen Lu Male 13566629471 West side 200 Support 10 Chen Jin Male 13566006678 200 Support Wang 11 Male 15067463697 200 Support Xingming 12 Li Lijiao Female 88199874 200 Neutral 13 Lv Yuanwei Male 83096371 200 Neutral 14 Wang Juan Female 15057454474 200 Neutral Zhang 15 Male 15867210881 200 Neutral Yandang Beichengchunse Wang 16 Male 18957889398 Community, Jiangbei West side 1700 Neutral Jiujiang District Wang A Zone, Hong Tang 17 Male 13251900630 Southwest 1000 Support Kaiwen Industrial Park Zhang 18 Male 15857424031 Yihemingyuan, Jiangbei Xiaomin Northwest 1100 Support District 19 Li Hui Male 15824537158 Support Yang Feishijiayuan, Jiangbei 20 Male 15867831764 Northeast 2400 Support Zhenbo District 39#, Jiangdong North 21 Tang Youyi Male 15258331135 350 Support Road Ying 22 Male 13586581240 Jiangnan apartment 350 Support Liangmiao Xu 386# , Jiangdong North 23 Male 56863240 500 Support Chengwang Road Yu West side 24 Male 13957805814 200 Support Xiangrong 25 Yu Jianhua Male 13805862032 200 Support Tong Jiangnan community 26 Male 13566006938 200 Support Shibiao Wang 27 Female 87773979 200 Support Xiumiao 28 Xu Feng Male 13429347973 200 Support Jiangnan village West side 29 Shuai Qiang Male 15488678239 200 Support 194

Distance Attitude Contact Place of Residence from the No. Name Sex Orientation or Method (or place of work) project opinion (m) 30 Hu Silong Male 18969629559 200 Neutral Tang 31 Male 1381989029 200 Neutral Xinyuan Yu 32 Male 87762755 300 Support Hongguang Sang 33 Male 13805890740 300 Support Ruguang Sangjia community, 34 Ni Jingwu Male 13819830830 Southeast 300 Support Jiangdong district 35 He Hongqiu Female 87762755 300 Support Sang 36 Male 13028948429 300 Support Xianghong 37 Chen Yunyu Male 13505742399 300 Support 38 Sang Hejun Male 13116639109 300 Support 39 Xu Guang Male 18957862978 300 Support Sangjia community, Sang Southeast 40 Male 13429393688 Jiangdong district 300 Support Guoyin 41 Liu Qiong Female 87762755 300 Support Huang 42 Female 88440384 520 Support Guangdong Wang Songjiacao villager, 43 Male 13336059933 South side 520 Support Tianping Yizhou district 44 Li Defa Male 88440371 520 Support Zhang 45 Male 13819871622 300 Support Linhui Zhou 46 Male 87153840 300 Support Pengren Tao 47 Male 87672782 300 Support Cailiang 48 Tao Heling Female 87153374 300 Support Chen 49 Male None 300 Support Zhihong Guanai community, Wang East side 50 Male None Haishu district 300 Support Jiguang Wang 51 Male 13123839515 300 Support Wenyun Chén 52 Female 15857485311 300 Support Chōng 53 Zhu Shuyu Female 15857485311 300 Support 54 Zhou Yuju Female 87154915 300 Support Wang 55 Female 13123854724 300 Support Mengying Chen Room302, No.10, 56 Male 87155678 650 Support Shiqing Xinyuan Road Room 04, No.20, Xinyuan 57 Wang Jiurui Male 87250300 650 Support Road Zheng 41#, 118 alley, Xinyuan 58 Female 28879740 650 Support Xingmei road East side Zhang 11#, 218 alley, Xinyuan 59 Female 87153582 720 Support Yuzhi road Zhang 15#, 218 alley, Xinyuan 60 Female 87153429 720 Support Yuefang road 61 Pan Female 15857480682 Xinyi community, Haishu 1100 Support 195

Distance Attitude Contact Place of Residence from the No. Name Sex Orientation or Method (or place of work) project opinion (m) Yingying District 62 Ma Yunfang Female 87153889 1100 Neutral Gao 63 Female 87157576 1100 Support Xinhong Xiang 231#, Luotuocihai North 64 Female 86583342 South side 263 Neutral Youfang Road Xu Zhongjie community, 65 Male 15336684655 Southeast 1200 Support Jianchun Luotuo Street Yan 66 Female 15867882213 1400 Support Chenghui Huafenghuayuan Southeast Wang community, Luotuo Street 67 Male 13805831689 1400 Support Zhiquan South No.1 community, 68 Qian Hui Male 86589321 Southeast 1500 Support Luotuo Street 69 Xiang Heng Male 13777219237 1300 Neutral Qingshui lake village, North side 70 Male 13515843633 Luotuo Street 1300 Neutral Yang Ning 71 Wu Xianpin Male 15336686486 Jingde village, Luotuo 1300 Support Southwest 72 Hu Yuru Male 15336686495 Street 2000 Support Yuan 73 Male 15372628633 Support Zailiang 74 Wang Xu Male 13081966949 Luotuo Street Neutral Hu Jian 75 Male 13065855357 Support ping Chen 76 Male 86589930 Support Haiqian Zheng 77 Female 86589814 Support Mindan 78 Xu Hao Male 18815284681 Other residents within Support Bei the service range of 79 Male 13456142140 Support Ruisheng Luotuo transfer station 80 Lu Qi Male 13777017642 Support Luotuo Street Wang 81 Male 13706840734 Support Zhongqing Hong 82 Male 15058251887 Support Zhangli 83 Zhou Kai Male 15957483357 Support 84 Zhang Yu Male 15888548544 Support 85 He Dong Male 15057406992 Support 86 Li Jiasu Male 15336684638 Support Shitang village, Xiepu 87 Zheng Chao Male 15267533647 Support Town, Zhenhai District Yu 88 Female 86371635 202#, 12 Alley, Qigange Support Xiaojiang Fang 609 Room, 31#, Qianhe 89 Female 13858287186 Residents within the Support Jingping Road service range of Wang 708 Room, 13# Mingnan 90 13566525890 Weihai transfer station Support Beifei Female Road Chen 91 Female 13867878235 263#, Mingyuan Road Support Xuejuan 603 Room, 15# Zhongwen 92 Zou XueLi Female 86268471 Support Road 196

Distance Attitude Contact Place of Residence from the No. Name Sex Orientation or Method (or place of work) project opinion (m) Lin 93 Female 86266575 Support Xiuzhen 94 Chen Xia Female 13958213697 Support Chen Dong 95 Male 86370312 Support chao Bailong community Zhuang 96 Male 86253879 Support Maoqin Guo 97 Female / Support Xiaowei Bailong Zhang 98 13858373735 community-Mingyuan 2nd Support Yuliang Male community

Liu Xing community-Mingyuan 1st 99 Female 15968036362 Support fen community

100 Fang Rulai Male 86266787 Bailong Support He Zhen community-Mingyuan 2nd 101 Male 86265121 Support liang community Wang 102 Female 86263677 Anju community Support Wenqing 103 Xu Buliang Male 13884417058 Support Lu 104 Male 15888036027 Support Zhenying Zhenhai District Wang 105 Male 15958885635 Support Cheng 106 Lin Xin Female 13884442661 Support 107 Zhu Ruoxin Female 86267408 161# Mingyuan Road Neutral Chen #1858, Tiantong South 108 Male 15267831060 Support Xiaohai Road, Yinzhou District 109 Xu Zhejun Male 13645746555 Support Jindi International, Chen 110 Female 88155355 Yinzhou District Support Jingxuan Hengxi Town, Yinzhou 111 Lv Yi Female 15867490061 Support District 112 Shen Lijun Female 13065669116 Support Zhang Yinzhou District 113 Male 88225056 Support Haojie Chen 114 Female 88225055 Residents within the Support Leying Yinzhou District service range of 115 Ye Lifei Female 88225093 Yinzhou transfer Neutral Zhonggongmiao Street, 116 Zhu Xuejin Female 13071941550 station Neutral Yinzhou District Gulin Town, Yinzhou 117 Xu Zhiyi Male 88225093 Neutral District Zhonghe Street, Yinzhou 118 Feng Yang Male 88225093 Neutral District Chen Jiangshan Town, Yinzhou 119 Male 28819704 Neutral Lifang District Tongfang Road, Zhenhai 120 Wu Yan Female 18969815159 Oppose District 121 Shi Haijing Female / Yinzhou District

197

Distance Attitude Contact Place of Residence from the No. Name Sex Orientation or Method (or place of work) project opinion (m) Oppose Xiao 反对 122 Female / Qionghong Oppose 1#, Huamaoxuefu, 反对 123 Li Yi Male / Yinzhou District Oppose 32#, Tongqi Road, Lanli 124 Ding Yi Male 13357851189 Oppose Village Bailiang village, Gong 125 Female 88159108 Dongqiao Town, Yinzhou Support Wanying District Yizhou Town, Yinzhou 126 Liu Shida Male 13736187055 Support District Gaoqiao Town, Yinzhou 127 Gao Bo Male 13065697599 Support District 128 Wang Hui Male 88159117 Support Residents living in the Zhang 129 Male 88159117 vinicity of kitchen Support Kehong waste disposal plant Zhou 130 Male 13867805019 Dongqiao Town, Yinzhou Support Lvgong District Zhang 131 13777140106 Support Dongzhi Male 132 Ye Guifang Male 88159104 Neutral 133 Mei Hai Male 13867802317 Neutral Hengjie Town, Yinzhou 134 Jiang Yayun Female 13757488784 Neutral District Dongqian Lake, Yinzhou 135 Ma Hong Male 88366092 Support District 136 Ye Huizhi Male 88497279 Dongqian Lake, Yinzhou Support 137 Wei Fang Female 88366271 District Support Xianpingyuan Dongqian Residents within the 138 He Fang Female 13056825516 Support Lake service range of Xiashuidong Village, Dongqian Lake 139 Li Shiqi Male 13857842343 Support Dongqianhu town transfer station Dongqian Lake, Yinzhou 140 Xu Chaoyu 88225093 Neutral Female District 578#, Qianhu South Road, 141 Yu Hui Female 88225047 Oppose Yinzhou District Zhang 142 15968053237 500 Support Linyu Female Yunlongqianxu village Southwest 143 Wei Dachun Male 13858247250 500 Support 144 Li Guodi Female 88327295 900 Support Chen 145 Male 88387183 900 Support Gongjian Xin 146 Female 88497791 900 Support Maoyuan Dai 147 Female 15067431116 Qianhuliyuan Southeast 900 Support Huazhen 148 Lu Yunfei Female 18069116050 900 Support Yuan 149 Male 15258318047 900 Support Honghua 150 Chen Ailing Female 13757483148 900 Support 151 Xin Xuxia Female 88498443 900 Support 198

Distance Attitude Contact Place of Residence from the No. Name Sex Orientation or Method (or place of work) project opinion (m) Chen 152 Male 88373630 1100 Support Chaobin Qianhujingyuan East side Dong 153 Male 15869300835 1100 Neutral Jingwen Anshi Road, Qiandong 154 Yu Hedong Male 13857496274 East side 1400 Support lake 26#, Maoliang Alley, 155 Wang Ping Male 87753131 Support Jiangdong District Zhou Zijuan new village, 156 13867876353 Support Jingbo Female Jiangdong District Mao Zhang Mengxin village, 157 Male 15988679978 Support Li Jiangdong District Zhongshan community, 158 Wang Jing Female 13566050359 Support Jiangdong District 306#, 12-3, Zhongshan 159 Fu Hengbo Male 86270476 Support Road 181#, Daqing South Road, 160 Fang Jufang Female 87388027 Support Jiangbei District No.2 Building, Jinjiang 161 Mu Yibo Male 13858262886 Support Park, Jiangbei District 150#, Wenjiao Road, 162 Zhao Wei Male 87201159 Support Jiangbei District Rihu Park, Jiangbei 163 Zang Qiong Female 15888072800 Support District Huatai Phase I, Yinzhou 164 Zhu Dan Male 28819735 Support District Leaders and working Chunjianghuacheng, staffs from relevant 165 Yan Wenfei Male 28866702 Support Yinzhou District departments within 202#, 46 Alley, Nanya the scope of project 166 Yang Lin Male 87124539 Support Street, Yinzhou District service area Dushiliwan, Yinzhou 167 Zhong Jing Female / Support District No.29 Building, Phoenix 168 Lin Guocai Male 28819724 New Town, Yinzhou Support District Zhu 169 / Yinzhou District Support Gongdong Male

170 Li Yuebo Female 88225126 Haishu District Support

Zheng 5# Cuibai Road, Haishu 171 Male 88225869 Support Chunjie District Chen 30 Alley, Stadium Road, 172 Male 13967820642 Support Jiayuan Haishu District Fan 28#, Nianjiu Alley, Haishu 173 Male 13805889240 Support Huafang District Jiangyuan community 174 Hao Lifang Female 88715522 Neutral

Note: Resident, Li Qiangming, living at 4#, Xishao village, Jiangbei District, is within the selected site of waste classification center in Jiangbei District, and it is planned to relocate.

Table 12.7-4 Statistical table regarding the basic situation of respondents 199

(individual-oriented) in the 1st round of survey Number of Percentage in the No. Category People respondents Male 109 62.6% 1 Sex Female 65 37.4% Worker 42 24.1% Farmer 19 10.9% Carder 28 16.1% 2 Occupation Teacher 0 0% Student 3 1.7% Individual worker 10 5.7% Others 72 41.4% 18～30 49 28.2% 31～40 35 20.1% 3 Age 41～50 45 25.9% 51～60 22 12.6% ＞60 22 12.6% Lower than 17 9.8% primary school Junior High School 51 29.3% Level of 4 Senior High School 31 17.8% Education Junior College 34 19.5% Higher than 41 23.6% university

Table 12.7-5 Statistical table regarding the individual opinions in the 1st round of public participation Survey Results No. Survey Contents Option Person-time Percentage (%) What do you think about the Relatively good 68 39.1 1 environmental quality status Ordinary 95 54.6 of Ningbo? Relatively poor 11 6.3 What do you think about the Relatively good 67 38.5 2 domestic wastes disposal Ordinary 86 49.4 status of Ningbo? Relatively poor 21 12.1 Do you think the domestic Reasonable 126 72.4 wastes disposal concept for Ordinary 47 27.0 3 the demonstration project is Not very reasonable 1 0.6 reasonable? What do you think about the Favorable 154 88.5 impacts of project Unfavorable 11 6.3 4 implementation on No impacts 8 4.6 resources and environment? Given that the impact of this Support 144 82.8 project on environment is Neutral attitude 24 13.8 5 within the permitted range of our country, do you Oppose 6 3.4 support this project?

Table 12.7-6 Summary table regarding the basic situation of respondents (group-oriented) in the 1st round of survey

200

Telephone Views & No. Unit Name Address Number Attitudes Xiashen village committee of Xiashen village, Hongtang 1 87586591 Support Hongtang Street, Jiangbei District Street Baiyun Sub-district Office, Haishu 2 233#, Baiyun Street 87158807 Support District Wenjiao Sub-district Office, 150#, Wenjiao, Jiangbei 3 87201159 Support Jiangbei District District Neighborhood committee of Sangjia 4 community, Fuming Street, Jiangnan Road 87778065 Support Jiangdong District Jiangnan neighbour committee, 5 Jiangnan community 87773979 Support Fuming Street, Jiangdong District Xinyi neighbor committee, 1-3#, 128 Alley, Wangtong 6 87153889 Support Wangchun Street, Haishu District Road Dongqian Lake Tourist Resort 7 Dongqianhu town 88366288 Support Construction Administration Dongqian Lake village construction 699#, Anshi road, Dongqian 8 office, Dongqianhu town, Yinzhou 88497279 Neutral Lake District Zhenhai ZhaoBao property 9 261#, Ring Road 86271632 neutral management Co., Ltd Land and Resources Bureau of 228#, Huifeng East Road, 10 88225153 Support Yinzhou District Yinzhou New District Industrial and Commercial Bureau 11 1118#, Tiantong North Road 88225041 Support of Yinzhou District Power Supply Bureau of Yinzhou 185#, Huifeng East Road, 12 88225120 Support District Yinzhou District Administrative Service Center 578#, Qianhu South Road, 13 Water Conservancy Bureau window / Support Yinzhou District of Yinzhou District Development and Reform Bureau of 568#, Huifeng East Road, 14 87523414 Support Yinzhou District Yinzhou New District Extension Section, Tiantong 15 Fire Brigade of Yinzhou District 88225055 Support South Road, Yinzhou District Municipal Planning Bureau, 1118#, Tiantong North Road, 16 / Support Yinzhou Sub-bureau Yinzhou District Administrative Service Center 578#, Qianhu South Road, 17 Weather Forecast Window of / Support Yinzhou District Yinzhou District, Administrative licensing section, 18 Public Security Bureau of Yinzhou 10#, Huifeng West Road 88155355 Support District Construction Bureau of Yinzhou 19 258#, Huifeng East Road 88225047 Neutral District Administrative Service Center 578#, Qianhu South Road, 20 Agriculture and Forestry Window of 88225057 neutral Yinzhou District Yinzhou District, 1221#, Xueshi Road, Yinzhou 21 Health Bureau of Yinzhou District, 87418657 Neutral District Commercial Bureau of Yinzhou 22 257#, Huifeng East Road 88225063 Neutral District, Food and Drug Administration of 23 77#, Huifeng West Road 87417929 Yinzhou District, Neutral 24 Local Tax Bureau of Yinzhou 16#, Qianhe South Road 88225375 Oppose

201

Telephone Views & No. Unit Name Address Number Attitudes District, 25 Zhenhai Dongfang Garment Factory 169#, South No.1 West Road 86576208 Support 26 Zhenhai Nanying Knitting Factory 3#, Luotuo South No.1 Road 86581266 Support Ningbo Xiangqiu Electronics 501#, Cihai South Road, 27 86571282 Support Company Limited Luotuo Industrial Park Chinese Standard Sewing Machine Luotuo Electromechanical 28 86582672 Support Company, Zhenhai Parts Factory Park, Zhenhai District South No.1 Road, Luotuo 29 Zhenhai Plastic Products Factory 86581281 Support Street Zhenhai Xingguang Power 30 117#, Shengguang Road 86584039 Support Generating Machine Co., Ltd

Table 12.7-7 Statistical table regarding the group opinions in the 1st round of public participation Survey Results No. Survey Contents Option Person-time Percentage (%) What do you think about the Relatively good 5 16.7 1 environmental quality status Ordinary 18 60.0 of Ningbo? Relatively poor 7 23.3 What do you think about the Relatively good 6 20.0 2 domestic wastes disposal status Ordinary 19 63.3 of Ningbo? Relatively poor 5 16.7 Do you think the domestic Reasonable 16 53.3 wastes disposal concept for the Ordinary 13 43.3 3 demonstration project is Not very reasonable 1 3.3 reasonable? What do you think about the Favorable 23 76.7 impacts of project Unfavorable 3 10.0 4 implementation on resources and No impacts 4 13.3 environment? Given that the impact of this Support 22 73.3 project on environment is within Neutral attitude 7 23.3 5 the permitted range of our country, do you support this Oppose 1 3.3 project?

Table 12.7-8 Second round of public participation individual-oriented survey form for Ningbo Urban Domestic Wastes Collection & Cyclic Utilization Project Note: Please mark “ √ ”in the following form to show your selection. Name Address Residence v.s. Orientation of Project: □east □southeast □south □southwest □west □northwest □north □东北 northeast Distance between residence and project Telephone site: meter Number Sex Occupation Individual Male Female Worker Farmer Carder Teacher Student Others Worker Age Level of Education Lower than Junior Senior Higher 31 ～ Junior 18～30 41～50 51～60 ＞60 primary High High than College 40 school School School university

202

Project profile: The project comprises four sub-projects, that is, classified throw, separation, and collection of domestic wastes, construction of kitchen wastes disposal facilities, strengthening of implementation capability, and project management. The scope of project implementation covers 6 districts of our city, national high-tech zone, and planning built-up area of Dongqian Lake Travel Resort. It is planned to newly build waste transfer stations, 1 classification transfer station in Jiangdong District, Jiangbei District, Yinzhou District, Haishu District, and Dongqian Lake Travel Resort, rebuild 2 waste transfer stations in Zhenhai District, and 1 kitchen waste disposal plant. Survey Contents No. Problems Options What do you think about the ambient air quality 1 □good □average □not ideal □unknown status of Ningbo? What do you think about the surface water 2 □good □average □not ideal □unknown environmental quality status of Ningbo? What do you think about the domestic wastes 3 □good □average □not ideal □unknown disposal status of Ningbo? Do you understand the disposal concept for □understand □ understand a little bit □do not 4 domestic wastes in this project? understand □News media □information in From what kind of channel have you understood non-governmental circles □conference 5 the information about this project? information □ announcement of public participation □others What’s your most-worried environmental issues in □waste water □ waste gas □noise □others(to be 6 this project implementation? filled )： □positive impact □negative impact □It doesn't In your opinion, what kind of impacts of this 7 matter □not clear project may have on your daily life and work?

In your opinion, what impacts of the project □have positive impact □no impact □have 8 implementation may have on the whole unfavorable impact □unknown environmental quality of Ningbo city? What’s your general views and attitudes towards the project construction, provided that the impacts □support □it doesn’t matter □oppose 9 of project on environment are within the permitted scope of our country? What’s your advices and suggestions for the environmental protection work in this project?

Provided that you have opposite opinions towards this project, please specify your reasons and viewpoints.

203

Table 12.7-9 2nd round of public participation group-oriented survey form for Ningbo Urban Domestic Wastes Collection & Cyclic Utilization Project Note: Please mark “ √ ”in the following form to show your selection. Unit Name (seal): Type of Unit: Address Your unit v.s. Orientation of Project: □east □southeast □south □southwest □west □northwest □north □northeast Distance between your unit and Telephone project site: Number meter Project Profile: The project comprises four sub-projects, that is, classified throw, separation, and collection of domestic wastes, construction of kitchen wastes disposal facilities, strengthening of implementation capability, and project management. The scope of project implementation covers 6 districts of our city, national high-tech zone, and planning built-up area of Dongqian Lake Travel Resort. It is planned to newly build waste transfer stations, 1 classification transfer station in Jiangdong District, Jiangbei District, Yinzhou District, Haishu District, and Dongqian Lake Travel Resort, rebuild 2 waste transfer stations in Zhenhai District, and 1 kitchen waste disposal plant. No. Problems Options What do you think about the ambient air quality 1 □good □average □not ideal □unknown status of Ningbo? What do you think about the surface water 2 □good □average □not ideal □unknown environmental quality status of Ningbo? What do you think about the domestic wastes 3 □good □average □not ideal □unknown disposal status of Ningbo? Do you understand the disposal concept for □understand □ understand a little bit □do 4 domestic wastes in this project? not understand □News media □information in From what kind of channel have you understood non-governmental circles □conference 5 the information about this project? information □ announcement of public participation □others What’s your most-worried environmental issues □waste water □ waste gas □noise 6 in this project implementation? □others(to be filled )： □positive impact □negative impact □It In your opinion, what kind of impacts of this 7 doesn't matter □not clear project may have on your daily life and work?

In your opinion, what impacts of the project □have positive impact □no impact 8 implementation may have on the whole □have unfavorable impact □unknown environmental quality of Ningbo city? What’s your general views and attitudes towards the project construction, provided that the 9 □support □it doesn’t matter □oppose impacts of project on environment are within the permitted scope of our country? What’s your advices and suggestions for the environmental protection work in this project? Provided that you have opposite opinions towards this project, please specify your reasons and viewpoints.

204

Table 12.7-10 Statistics regarding the basic situation of respondents (individual-oriented) in the 2nd round of survey Distance away Contact Residence (or Place of No. Name Sex Orientation from the project Attitude Method Work) site (m)

Guo 1 Female 56113838 Support Chunyan

2 Jinlin Female 56881615 Support 3 Ge Cier Female 13221886712 Support 4 Ma Dongya Female 87778719 Support Li 5 Female 15088402496 Support Xingxing 6 Xin Yalin Female 13857895649 Support 7 Hu Yannan Male 13736092922 Support 8 Chen Xier Female 13023714119 Support Huang Sangjia community South side 300 9 Female 13586531219 Support Qiaofei 10 Yu Jianping Female 15957851752 Support Chen 11 Male 13626843770 Support Huiliang Sang 12 Male 15990523295 Support Guoxian 13 Pan Yifeng Male / Support He 14 Male 15990209922 Neutral Jiangjun 15 Sang Ajun Male / Neutral 16 Ni Jinghe Male 87770326 Oppose 585# Jiangdong north 17 Cao Yujie Female 15178176615 West side 70 Support road Xu 18 Male 15990285838 100 Support Zhongyong 19 Shao Zhuli Female 15906589160 Support Zhang 20 Female 13003750091 Support Xuejun 21 Zhang Hua Female 15988606390 Support Ren 22 Male 13185926348 Support Lianggui Jiangnan community West side 23 Li Meng Male 13566038832 Support 200 Zhang 24 Male 13857893801 Support Luoluo 25 Chen Yu Female 18268618631 Support 26 u Shuibing Male 15824295991 Support 27 Cao Yan Female 15957868641 Support Chen 28 Female / Support Shuzhen 29 Yu Yuanjun Male 15988668621 Jiangnan village West side 200 Support 30 Luo Yixiu Female 13805884354 Jiangdong north road West side / Support 392#, Jiangdong north 31 Tang Youyi Male 87743901 West side 350 Support road 32 Yu Nenglai Male 13605740520 Neutral Ren 33 Male / Jiangnan community West side 200 Neutral Wenxian 34 Yue Xiaoqi Female 15906517655 Neutral

205

Distance away Contact Residence (or Place of No. Name Sex Orientation from the project Attitude Method Work) site (m) Tang 35 Male / Jiangnan apartment West side 350 Neutral Xinmao Yang 36 Male 15057401000 Jiangdong north road West side / Neutral Dongbo Xu 368# Jiangdong north 37 Female 56863240 West side 950 Neutral Chengwang road Yin 595# Jiangdong north 38 Male 15858411481 West side 70 Neutral Hairong road 39 Yu Fei Male 13586631086 Jiangnan community West side 100 Oppose 40 Yu Yuli Female 56171885 Jiangnan community West side 100 Oppose Zhang 41 Male / 450 Neutral Yongping 42 Ren Fudi Female 15867815666 Bobo Town East side 450 Oppose Sang 43 Male 13867808012 450 Oppose Shihao No.55 building, Bobo 44 Liu Yang Female 83852447 East side 450 Oppose Town 160#, No.60 building, 45 Qiu Min Female 83852447 East side 450 Oppose Bobo Town 46 Zhao Na Female 13566338063 / / / Oppose 47 Lin Jie Male 15067452517 Yinzhumingyuan Northwest 1800 Support 48 Du Shijun Male 15968417142 Jiangdong District / / Support 49 Rui Yunlai Male 13505740440 Minglou North District Northwest 1400 Neutral Qiao No.2 building, unit 3, 50 Female 13516885585 Northeast 1400 Oppose Xiaojin Lvchenglvyuan

Table 12.7-11 Summary table regarding the basic situation of respondents (individual-oriented) living near Jiangbei transfer station(including classification center) in the 2nd round of survey Distance away Contact Residence (or Place of No. Name Sex Orientation from the Attitude Method Work) project site (m) Yang 1 Male 13221994145 Support Yichuan 2 Hu Qiming Male 15067464145 Support Yu 3 Male 1336871363 Support Guoming Hu 4 Male 13336878329 Support Guochun 5 Hu Bin Male 27851035 Xiashen village, Support West side 200 6 Han Xinhua Male 13685719782 Hongtang street Support 7 Hu Jiakang Male 87864403 Support Mei 8 Female 13857808983 Support Xiaoxiao 9 Lin Xue Male 15867426786 Support Shao 10 Female 87563247 Support Peijuan 11 Hu Jianfeng Male 87586615 Support 206

Distance away Contact Residence (or Place of No. Name Sex Orientation from the Attitude Method Work) project site (m) Bao 12 Female 82059380 Support Miaofang 13 Xu Shijie Male 87563993 Support Lin 14 Male 13857808983 Support Zhiming 15 Yu GuoHui Male 13056845624 Support 16 Yu GuoHua Male 18989300278 Support 17 Lv Yuanfa Male 13034620722 Support 18 JinXia zhen Female 81068968 Support Wang 19 Male 87586146 Support Xuekui Wang 20 Female 18057430855 Support Yanyan Wang 21 Female 13065832583 Support Yingying Hu 22 Male 13958236240 Support Hangsheng 23 Hu Jichang Male 87588507 Support 24 Hu Juli Female 13777976005 Xiashen village, Support 25 Hu Qian Female 15306662049 Hongtang street Support Chen 26 Female 13757483636 Support Chunli 27 Hu Erjia Male 13125933265 Support 28 Chen Jina Female 15306661248 Support Ge 29 Male / Support Naiqiang Chen 30 Male 13056806067 Support Zhongliang Wang 31 Male 13175909289 Support Xuenian West side 200 Wang 32 Female 15957447728 Support Xuequan Wang 33 Male 13567480300 Support Zhunbing Wang 34 Male 1309523452 Support Renmin 35 Yu Renqing Male 13429297070 Support 36 Yu Guoqing Male 15967800268 Support

37 Lin Wenyao Male 13071901027 Support

Xinbao 26#, Xiashen 38 Ji Xiu Female 13819887977 West side 280 Support village 156#, Alley 324, 39 Gu Shenbai Male 13738436204 West side 1400 Support Hongtang middle road Yang 40 Male / Support Shenger Jinyu community, Zhang Northewest 1600 41 Female / Hongtang Street Support Jingfei 42 Xu Jiewei Male / Support

207

Distance away Contact Residence (or Place of No. Name Sex Orientation from the Attitude Method Work) project site (m) Ren 43 Male 1395743960 Support Jianfeng Zhang 44 Female 13626846516 Support Saijing 3#, Alley 37, Hongtang Northewest 45 Wu Fengrui Female 13777076936 1300 Support South Road Zhang Alley 137, Hongtang Northewest 46 Male 13626846516 1300 Support Dequan South Road Kuang 41#, Alley 121, Qinghe 47 Female 13008908858 Southeast 5600 Nonsupport Liyun Road, Jiangbei District Huang 48 Female 13345965766 Jiangbei District Southeast / Nonsupport Junhua Shao 49 Female 87575254 Support Fengxian Cichengshandong Northewest 6000 Xu village 50 Male 87575254 Support Zhiguang

Table 12.7-12 Summary table regarding the basic situation of respondents (individual-oriented) living near Haishu transfer station in the 2nd round of survey Distance away Contact Residence (or Place No. Name Sex Orientation from the Attitude Method of Work) project site (m) 210 room, No.39 1 Wang Yuhua Female 13566625721 building, West side 50 Support Yangguangjiayuan 2 Hu Zan Female 15068158398 Neutral 3 Song Yue Female 15258366630 Yangguangjiayuan West side 50 Neutral 4 Shi Shenjiu Male 87145181 Nonsupport 307 room, No.40 Yang 5 Male 87342760 building, West side 50 Nonsupport Longsheng Yangguangjiayuan Ning 6 Female 28854797 Xichengchuntian Southeast 200 Support Chunmei Xichengchuntian 4# 7 Teng Shihai Male 27830319 Southeast 200 Support district 8 Ji Liang Male 15067482651 Support Ma Xichengchuntian Southeast 200 9 Male 28856378 Neutral Shengyuan 10 Liu Chao Male 18858076791 Songjiacao village South 450 Nonsupport 401#, No.73, Alley 11 Zhu Youping Female 13732111457 East side 600 Support 118, Xinyuan Road Fan 89-208, Alley 118, 12 Male 87154959 East side 600 Support Mingchong Xinyuan Road 501#, No.145, Alley 13 Lou Yayun Female 13777074927 East side 600 Support 118, Xinyuan Road 14 Xu Caigen Male 13685839713 Support Zhou Guanai community East side 300 15 Male 28879087 Support Xiaokang

208

Distance away Contact Residence (or Place No. Name Sex Orientation from the Attitude Method of Work) project site (m) 16 Luo Shigang Male 28879323 Support

17 He Guomin Male 28879179 Support

122# Guanai 18 Cai Baozhu Female 87153301 East side 300 Support community 19 Guo Zeyuan Male 15967572329 Support

20 Li Jingfang 13245600402 Support Female Zhou 21 Female 13505841503 Support Yueling Zhang 22 Male 28879719 Support Laishun 23 Ya Yetao Female 28879719 Support Chen Guanai community East side 300 24 Female 15058288960 Support Decong 25 Liu Jimin Male 1555828786 Support 26 Tu Desong Male / Support Liu 27 Female 13248709005 Community Jinghong 28 Yang Hua Female 13586697865 Support 29 Guo Renbo Male 13867855288 Support 30 Zhou Fang Female 57153889 Support Real estate 31 Li Weiqiang Male / management of East side 300 Support Guanai community 32 Li Zhengxia Female 15990523203 Support Zhan 33 Female 13429361965 Support Xiaoying 34 Du Fengdie Female / Support Huang 35 Female / Guanai community East side 300 Support Shuqin 36 Wang Shiren Male / Support 37 Lu Aiqing Female / Support Wang 38 Female / Neutral Xiying 419#, Xujiacao 39 Wang Haijun Female 87155315 East side 900 Support Road 40 Yang Lihan Male 15558254200 Xujiacao Road East side 900 Support Zhang Ally 417, Xujiacao 41 Female 87145818 East side 900 Support Haiping Road 604#, Alley 419, East side 42 Lu Nvqin 13586806504 900 Nonsupport Female Xujiacao Road Xinyixincun 43 Wang Guoze Male 13040404080 East side 1200 Support community Chen Changlexincun 44 Female 13003731219 Northeast 1200 Support Qiaozhen community 45 Wang Feijun Male 13306605862 Wangchun street / / Support 46 Wang Yi Female 87153889 Wangchun street / / Support 47 Sun Fang Female 87153889 1-3#, Alley 128, East side 2300 Support

209

Distance away Contact Residence (or Place No. Name Sex Orientation from the Attitude Method of Work) project site (m) Wangchun Road, Haishu District 124#, Wangtong 48 Bing Zhuhao Female / East side 1200 Neutral Road 49 Guo Fuding Male 13805899440 Xuejia, Gulin Town / / Neutral Zhou Wangjiang village, 50 Male 13566337004 / / Neutral Xuekun Gaoqiao town

Table 12.7-13 Summary on basic situation of respondents (individual-oriented) living near Dongqian Lake transfer station in the 2nd round of survey Distance away Residence (or Place of No. Name Sex Contact Method Orientation from the project Attitude Work) site (m) Shi 1 Male 88310203 Support Caizheng 2 He Cuiju Female 88498625 Support 3 Yu Meidi Female 15557058126 Support 4 Ye Meiqin Female 13429285597 Support Zhou 5 Female 88498387 Support Fuying 6 Dai Liying Female 88387262 Support Wang 7 Female 88373157 Support Yimei Yuan 8 Male 15258318047 Support Yanhua Qianhuliyuan Northeast 900 9 Lu Yunfei Female 18069116050 Support Xin 10 Female 88497791 Support Maoyuan Dai 11 Female 15067431116 Support Huazhen Chen 12 Female 88371545 Support Aizhen 13 Xin Qiuxia Female 88498443 Support Chen 14 Female 88387183 Support Yunlian 15 Li Guodi Female 88327285 Support Guo 16 Female 1378009947 22-55-304 Qianhuliyuan Northeast 900 Support Xiangfu Chen 17 M ale 88373630 Support Xiangbin Yu 18 M ale 13857496274 Support Xiaodong Dong 19 M ale 15869300835 Neutral Zongwen Qianhujingyuan East side 1100 20 Shi Bofei M ale 88395722 Support Xin 21 M ale 13003795413 Support Dengfeng Cao 22 M ale 83001728 Support Xuejun 23 Shu Saiqin Female 88496988 Support

210

Distance away Residence (or Place of No. Name Sex Contact Method Orientation from the project Attitude Work) site (m) 24 Fu Yajun Female 88387198 Support Zhang 25 Female 88497988 Support Huie Shi 26 Female 88371863 Support Danxian Shao 27 Female 88497689 Support Guofang Zhang 28 Male 88490487 Neutral Xuandi Yu Zheng 29 Female 88373922 Neutral Fei

30 Female 15957425898 Support Shi Peina

Li 31 M ale 13857472142 Support Chengjun

Ye 32 M ale 15867403632 Support Zhaowen Shui 33 M ale 13805846556 Support Chenbin Xu 34 M ale 88493689 Support Yonglong Wei 35 M ale 13858247250 Support Dachun Zhang Qianxu village Southwest 500 36 M ale 15968053237 Support Linjie 37 Wei Chun M ale 13362862655 Support Peng 38 Female 15067485007 Support Xuemei 39 Zhang Wei Female 15888122427 Support 40 Shi Meiya Female 56288049 Support Lv 41 Female 15058095455 Support Xiaohua Wang 42 M ale 88494455 Support Shuojun 43 Xu Ke M ale 88493029 Neutral Zheng Yinwan village, 44 M ale 88366290 East side 2600 Chunjing Dongqian lake Support Xianpingyuan, Dongqian 45 He Fang Female 13056825516 Southeast / Support Lake Xin 46 Female 88376949 Support Shanlan Xin Taogong village, 47 Female 13736014883 Southeast 3500 Support Xuejing Dongqianhu town Qian 48 Female 88376735 Support Yaping

49 Ye Huizhi Male 88497279 Dongqianhu town Northeast / Support

50 Fan Zhaoli Male 88327001 Dongqian Lake Northeast / Oppose

211

Table 12.7-14 Statistical table regarding the basic situation of respondents (individual-oriented) in the 2nd round of survey Jiangdong District Jiangbei District Haishu District Dongqian Lake No Numbe Numbe Numbe Numbe Category Percentag Percentag Ercentag Percentag . r of r of r of r of e (%) e (%) e (%) e (%) People People People People Male 25 50 32 64 22 44 20 40 1 Sex Female 25 50 18 36 28 56 30 60 Worker 12 24 15 30 14 28 14 28 Farmer 1 2 25 50 4 8 9 18 Carder 0 0 0 0 1 2 3 6 Occupatio Teacher 0 0 0 0 1 2 0 0 2 n Student 0 0 0 0 0 0 0 0 Individua 15 30 0 0 7 14 5 10 l worker Others 22 44 10 20 23 46 19 38 18～30 23 46 4 8 11 22 6 12 31～40 12 24 10 20 10 20 12 24 3 Age 41～50 7 14 18 36 11 22 9 18 51～60 6 12 14 28 11 22 11 22 ＞60 2 4 4 8 7 14 12 24 Lower than 5 10 19 38 11 22 16 32 primary school Junior High 15 30 20 40 16 32 17 34 School Level of 4 Senior Education High 19 38 5 10 9 18 4 8 School Junior 9 18 3 6 10 20 4 8 College Higher than 2 4 2 4 4 8 9 18 university

Table 12.7-15 Statistical table regarding the individual opinions in the 2nd round of public participation Survey Contents Jiangdong Dongqian Lake Survey Jiangbei District Haishu District No. Options District District Contents Person Percenta Person Percenta Person Percenta Person Percenta -time ge (%) -time ge (%) -time ge (%) -time ge (%) What do you Good 8 16 10 20 16 32 8 16

think about 31 62 37 74 30 60 38 76 the ambient Average 1 air quality Not ideal 10 20 3 6 3 6 4 8 status of Ningbo? Unknown 1 2 0 0 1 2 0 0 What do you 212

Survey Contents Jiangdong Dongqian Lake Survey Jiangbei District Haishu District No. Options District District Contents Person Percenta Person Percenta Person Percenta Person Percenta -time ge (%) -time ge (%) -time ge (%) -time ge (%) think about the surface water environment al quality status of Ningbo? What do you think about the ambient air quality status of Ningbo? What do you Good 9 18 11 22 8 16 13 26 think about Average 26 52 38 76 27 54 30 60 the surface Not ideal 12 24 1 2 15 30 7 14 water environment al quality status of Ningbo? What do you think about the ambient 2 air quality status of Unknown 3 6 0 0 0 0 0 0 Ningbo? What do you think about the surface water environment al quality status of Ningbo? What do you Reasonable 6 12 9 18 8 16 9 18 think about Average 31 62 36 72 30 60 33 66 the domestic Not ideal 10 20 4 8 12 24 8 16 3 wastes disposal Unknown 3 6 1 2 0 0 0 0 status of Ningbo? Do you Understand 7 14 11 22 3 6 9 18 Understand 4 understand 31 62 33 66 34 68 30 60 a little bit the disposal Do not 12 24 6 12 13 26 11 22 213

Survey Contents Jiangdong Dongqian Lake Survey Jiangbei District Haishu District No. Options District District Contents Person Percenta Person Percenta Person Percenta Person Percenta -time ge (%) -time ge (%) -time ge (%) -time ge (%) concept for understand domestic wastes in this project? From what kind of channel have you understood the information about this project? Do you News media 9 18 11 22 4 8 9 18 understand information the disposal in concept for non-govern 15 30 4 8 2 4 6 12 mental domestic circles wastes in conference 0 0 0 0 0 0 1 2 this project? information From what Announcem kind of ent channel have of public 19 38 33 66 38 76 28 56 you participatio n understood the information about this project? 5 Do you understand the disposal concept for domestic wastes in Others 7 14 2 4 6 12 6 12 this project? From what kind of channel have you understood the information about this project?

214

Survey Contents Jiangdong Dongqian Lake Survey Jiangbei District Haishu District No. Options District District Contents Person Percenta Person Percenta Person Percenta Person Percenta -time ge (%) -time ge (%) -time ge (%) -time ge (%) What’s your Waste water 12 24 41 82 16 32 33 66 most-worrie Waste gas 42 84 21 42 35 70 21 42 d Noise 8 16 7 14 9 18 4 8 environment 6 al issues in this project Others 4 8 0 0 3 6 4 8 implementat ion? In your Positive 7 14 30 60 19 38 27 54 opinion, impact Negative what kind of 16 32 3 6 13 26 5 10 impacts of impact It doesn't this project 13 26 2 4 14 28 9 18 matter may have on your daily life and work? In your opinion, what impacts of the project implementat 7 ion may have on the

whole 14 28 15 30 4 8 9 18 environment Not clear al quality of Ningbo city? In your opinion, what kind of impacts of this project may have on your daily life and work? In your Have opinion, positive 14 28 35 70 33 66 28 56 what impact No impact 8 16 0 0 7 14 5 10 8 impacts of Have the project unfavorable 2 4 3 6 6 12 6 12 implementat impact ion may Unknown 26 52 12 24 4 8 11 22

215

Survey Contents Jiangdong Dongqian Lake Survey Jiangbei District Haishu District No. Options District District Contents Person Percenta Person Percenta Person Percenta Person Percenta -time ge (%) -time ge (%) -time ge (%) -time ge (%) have on the whole environment al quality of Ningbo city? In your opinion, what kind of impacts of this project may have on your daily life and work? In your opinion, what impacts of the project implementat ion may have on the whole environment al quality of Ningbo city? What’s your Support 29 58 47 94 39 78 45 90 It doesn’t general 12 24 1 2 7 14 4 8 views and matter attitudes towards the project construction, provided 9 that the impacts of Oppose 9 18 2 4 4 8 1 2 project on environment are within the permitted scope of our country?

Table 12.7-16 Statistical table regarding the feedback information of opposers in the 2nd

216 round of survey No. Name Residence Reasons for opposition 1 Ni Jinghe Sangjia community Site selection is too near to may home Worry about the environmental pollution caused by 2 Zhao Na Jiangdong District odor Too near to Bobo town, and worry that waste water & 3 Ren Fudi gas may have impacts on environment Bobo town 4 Sang Shihao Waste water has impact on the environment 5 Yu Fei Have impacts on daily life Jiangnan community 6 Yu Yuli Worrry about the odor Too near to the residential area, and also the Yongjiang 7 Liu Yang River. The transfer station must be built, yet, its site selection Bobo town is not reasonable since it is too near to the residential 8 Qiu Min area. It is advisable that another site should be selected. Too near to the residential area, which may have 9 Qiao Xiaojin Lvchenglvyuan impacts on the daily lives of residents. Moreover, it is also too near to the Yongjiang River. Huang 10 Jiangbei District / Junhua

Alley 121#, Qinghe 11 Kuang Liyun / Road, Jiangbei District

Have influence on the environment, and disturb daily 12 Shi Shenjiu Yangguangjiayuan life. Have tremendous impacts on the surrounding Yang Room 307, 40# 13 environment, and it is advisable that the site should be Longsheng Yangguagnjiayuan selected awary from the residential area. It is advisable that the site selection should be far 14 Liu Chao Songjiacao village away from the residential area. 15 Fan Zhaoli Dongqian Lake /

Table 12.7-17 Summary table regarding the basic situation of respondents (group-oriented) living near Jiangdong transfer station in the 2nd round of survey Telephone Views & No. Unit Name Address Number Attitudes Neighborhood committee of Sangjia community, 1 Jiangnan Road 87778065 Support Fuming Street, Jiangdong District Neighborhood committee of Bobo town 160#, No. 55 2 83852664 Nonsupport community, Fuming Street, Jiangdong District Building, Bobo Town Neighborhood committee of Jiangnan 386#, Jiangdong 3 87773929 Support community, Fuming Street, Jiangdong District North Road Jiangdong No.1 store, Ningbo YIJIAKANG 392#, Jiangdong 4 87743901 Support Pharmacy Chain Co., Ltd North Road Ningbo Haishu Liyi Packaging Industry & Trade 597-9#, Jiangdong 5 87762671 Support Co., Ltd, Jiangdong Branch North Road 6 Ningbo City Jiangdong Eastern Food Store Sangjia community 27834141 Support Ningbo Zhongxing Auto Repair Market Technical 1200#, Shuguang 7 27820016 Support Supervision Office North Road Ningbo JiangDong Xinhongming Auto Body 1200#, Shuguang 8 13034620078 Support Repair Department North Road 9 Ningbo Haishu Hongxing Electronic Company 597#, Jiangdong 13306682109 Support 217

Telephone Views & No. Unit Name Address Number Attitudes Limited North Road 1200#, Shuguang 10 Jiangdong ZhongxingNingguo Auto Repair Shop / Neutral North Road Ningbo JiangDong Jinxin Blister & Packaging 597#, Jiangdong 11 13805884354 Nonsupport Factory North Road Ningbo Jiangdong Cici Plastic Hardware & Tools 597#, Jiangdong 12 13867808012 Nonsupport Factory North Road 597#, Jiangdong 13 Ningbo Junhui Knitted Belt Co., Ltd. 13336862200 Nonsupport North Road 597#, Jiangdong 14 Ningbo Jiangdong Tetuo Electronics Co., Ltd. 13819848822 Nonsupport North Road Ningbo Jiangdong Hongtong Plastic Packaging 597#, Jiangdong 15 13806665285 Nonsupport Factory North Road

Table 12.7-18 Summary table regarding the basic situation of respondents (group-oriented) located near Jiangbei transfer station(including classification center) in the 2nd round of survey Telephone Views & No. Unit Name Address Number Attitudes Hongtang Subdistrict Office of People's 228#, Hongtang Street, 1 87586189 Support Government in Jiangbei District Jiangbei District

25#, Hongxiang Road, 2 Ningbo Xingtegang Group Corporation Hongtang Industrial Park A 55711555 Support zone.

Xiashen village committee of Hongtang Xiashen village, Hongtang 3 13034620722 Support street, Jiangbei District Street Quanjia Kindergarten in Hongtang street, 4 Hongtang Street 88168742 Support Jiangbei District Ningbo Jiangbei Degong Auto Parts Co., 188#, Hongda Road, Jiangbei 5 18057450504 Support Ltd. Distric 6#, Hongxiang Road, 6 Ningbo Kenuo Aluminium Co., Ltd. / Support Hongtang Industrial Park A Ningbo Jiangbei Mengtian Home Textile 6#, Hongxiang Road, 7 83092450 Support Co., Ltd. Hongtang Industrial Park A Ningbo Jiangbei Yuefang Electronics 8 5#, Hongxiang Road, 83092495 Support Co., Ltd. 9 Ningbo BeiJia Furniture Co., Ltd. 3#, Hongxiang Road, 87563438 Support 10 Ningbo Minda Machinery Co., Ltd. 1#, Hongxiang Road, 83063389 Support Ningbo Gaoxiang Daily Necessities Co., 11 2#, Hongxiang Road, 83063663 Support Ltd. 195#, Hongxiang Road, 12 Ningbo Glow Plug Factory 87631764 Support Jiangbei District Ningbo Huike Electric Appliance Co., 13 / 87562633 Support Ltd. 14 Ningbo Wade Footwear Co., Ltd. / 13587898299 Support Ningbo Jiangbei Tianyi Machinery Co., 15 Hongfa Road 56131301 Support Ltd. 218

Telephone Views & No. Unit Name Address Number Attitudes 16 Ningbo Yuxiang Packing Co., Ltd. 188#, Hongda Road 88195676 Support 17 Ningbo Sude Electrical Co., Ltd. 7#, Hongxiang Road 88378796 Support Ningbo Jiangbei Chuangxin Residents Xiashen village, Hongtang 18 / Neutral Products Co., Ltd. street Ningbo Hongneng Plastic Electric 19 / / Neutral Appliance Co., Ltd. 20 Ningbo Languang Industrial Co., Ltd. 5#, Hongxiang Road 87522226 Nonsupport

Table 12.7-19 Summary table regarding the basic situation of respondents (group-oriented) located near Haishu transfer station in the 2nd round of survey Telephone Views & No. Unit Name Address Number Attitudes Songjiacao village committee of Not 1 Songjiacao village 88087662 Gaoqiao Town, Yinzhou District clear Neighbor committee of Xinyi 2 community, Wangchun Street, Haishu 1-3#, Alley 128, Wangtong Road 87153889 Neutral District Ningbo Real Estate Management 3 Alley 118, Xinyuan Road 87155800 Bureau Neutral Ningbo Haishu Yuchengxiang 4 109#, Xujiacao Road 15258259629 Support Restaurant Co., Ltd. Songjiacao viallge, Gaoqiao Town, 5 Ningbo Jiebai Weaving Co., Ltd. 82813657 Neutral Yinzhou District, Ningbo City

6 Ningbo Jiatao Ligh Source Co., Ltd. Wangtong Road 87150186 Neutral

7 Haishu Health Clinic Wangtong Road 82790356 Neutral Ningbo Haishu Hongyi Books & 8 Wangtong Road 87150815 Neutral Stationery Store Ningbo Haishu Tianhe Large 9 116#, Wangchun Road 87155991 Neutral Pharmacy

Table 12.7-20 Summary table regarding the basic situation of respondents (group-oriented) located near Dongqian Lake transfer station in the 2nd round of survey Telephone Views & No. Unit Name Address Number Attitudes Ningbo Huayao Property Management Co., 1 Qianhujingyuan 88372161 Support Ltd., Dongqian Lake Branch Public Affairs Service Center, Dongqianhu 2 Qianhujingyuan 88373630 Neutral town Qianxu Village Committee, Yunlong Town, 3 Qianxu Village 88493029 Neutral Yinzhou District Village and Town Construction Office, 699#, Shihai Road, 4 88492279 Support Qiandong Lake village, Yinzhou District Dongqian Lake Qianhujingyuan community committee, 5 Qianhujingyuan 82817633 Support Dongqian Lake Tourist Resort, Ningbo Taogong Viallage Committee, Dongqianhu 6 Taogong Viallage 88490649 Support town, Yinzhou District

219

Table 12.7-21 Statistics on the group opinions in the 2nd round of public participation Survey Results Jiangdong District Jiangbei District Haishu District Dongqian Lake No. Survey Contents Options Percentage Percentage Percentage Person-time Person-time Person-time (%) Person-time (%) (%) (%)

What do you think about the Good 4 26.7 5 25 1 11.1 1 16.7 ambient air quality status of Average 6 40.0 10 50 6 66.7 4 66.7 Ningbo? Not ideal 5 33.3 5 25 1 11.1 1 16.7 What do you think about the 1 surface water environmental quality status of Ningbo? What do you think about the Unknown 0 0.0 0 0 1 11.1 0 0 ambient air quality status of Ningbo?

What do you think about the Good 3 20.0 2 10 0 0 0 0 surface water environmental quality status of Ningbo? What do you think about the Average 4 26.7 14 70 7 77.8 5 83.3 2 ambient air quality status of Ningbo? What do you think about the Not ideal 7 46.7 4 20 1 11.1 1 16.7 surface water environmental quality status of Ningbo? Unknown 1 6.7 0 0 1 11.1 0 0 Reasonable 4 26.7 2 10 0 0 1 16.7 What do you think about the Average 3 20.0 13 65 7 77.8 5 83.3 3 domestic wastes disposal status of Not ideal 8 53.3 2 10 2 22.2 0 0 Ningbo? Unknown 0 0.0 3 15 0 0 0 0

Do you understand the disposal 4 Understand 3 20.0 0 0 1 11.1 0 0 concept for domestic wastes in

220

Survey Results Jiangdong District Jiangbei District Haishu District Dongqian Lake No. Survey Contents Options Percentage Percentage Percentage Person-time Person-time Person-time (%) Person-time (%) (%) (%) this project? Understand a little From what kind of channel have 6 40.0 16 80 5 55.6 5 83.3 bit you understood the information about this project? Do not understand 6 40.0 4 20 3 33.3 1 16.7

Do you understand the disposal News media 2 13.3 2 10 1 11.1 1 16.7 concept for domestic wastes in Information in this project? non-governmental 5 33.3 0 0 0 0 0 0 From what kind of channel have circles you understood the information Conference about this project? 0 0.0 0 0 0 0 0 0 5 information Do you understand the disposal concept for domestic wastes in this project? Announcement From what kind of channel have of public 6 40.0 13 65 5 55.6 3 50 you understood the information participation about this project? Others 2 13.3 5 25 3 33.3 2 33.3 Waste water 5 33.3 13 65 6 66.7 4 66.7 What are your most-worried Waste gas 13 86.7 11 55 8 88.9 4 66.7 6 environmental issues in this Noise 0 0.0 6 30 1 11.1 1 16.7 project implementation? Others 0 0.0 0 0 1 11.1 1 16.7 In your opinion, what kind of impacts of this project may have Positive impact 8 53.3 10 50 0 0 1 16.7 on your daily life and work? 7 In your opinion, what impacts of Negative impact 1 6.7 4 20 2 22.2 1 16.7 the project implementation may It doesn't matter 1 6.7 1 5 5 55.6 0 0 have on the whole environmental Not clear 5 33.3 5 25 2 22.2 4 66.7 quality of Ningbo city?

221

Survey Results Jiangdong District Jiangbei District Haishu District Dongqian Lake No. Survey Contents Options Percentage Percentage Percentage Person-time Person-time Person-time (%) Person-time (%) (%) (%) In your opinion, what kind of impacts of this project may have on your daily life and work? In your opinion, what impacts of Have positive 7 46.7 16 80 4 44.4 2 33.3 the project implementation may impact have on the whole environmental No impact 0 0.0 2 10 0 0 1 16.7 quality of Ningbo city? Have unfavorable 1 6.7 0 0 1 11.1 0 0 In your opinion, what kind of impact 8 impacts of this project may have on your daily life and work? In your opinion, what impacts of the project implementation may Unknown 7 46.7 2 10 4 44.4 3 50 have on the whole environmental quality of Ningbo city? What are your general views and Support 8 53.3 17 85 1 11.1 4 66.7 attitudes towards the project It doesn’t matter 1 6.7 2 10 7 77.8 2 33.3 construction, provided that the 9 impacts of project on environment Oppose 6 40.0 1 5 0 0 0 0 are within the permitted scope of our country?

222

12.8 CONCLUSIONS OF PUBLIC PARTICIPATION

According to the results of public survey, the vast majority of individuals and groups support the project construction. In the 1st round of questionnaire survey, 82.8% individuals and 73.3% groups held supportive opinions while only 3.4% individuals and 3.3% groups expressed oppositve comments. In the 2nd round of questionnaire survey, 80% individuals and 61.2% groups held supportive opinions while 8% individuals and 14.3% groups expressed oppositve comments.

The main reasons for oppositions among respondents include worries about the unfavorable impacts caused by waste water & gas on surrounding environment, dissatifactions with relocation conditions, and so on. Therefore, during the project implementation, it is necessary to put forth efforts in solving the public concerns of environment problems, and strictly implement various pollution control measures proposed in design and EIA. In particular, control measures for waste water and odor should be urgently taken to obtain the understandings and supports from the public.

Meanwhile, some respondents also put forward some valuable advices and suggestions for the project implementation, and it is advisable that they should be deliberated and taken by the project implementation units and design units.

1)Wastes should be separated into more classifications, and special supervision department should be established;

2) The sites selected of transfer stations should be away from villages, and should not bring about negative impacts on the life of residents;

3) Prior to the project implementation, it is necessary to assess the impacts of transfer stations on water, air, noise, environment and traffic in a scientific manner.

4) It is advisable that totally-closed measures should be taken in transfer stations.

5) It is suggested that the later-stage environmental management and supervision should be handled properly.

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13 Conclusions and Recommendations

13.1 CONCLUSIONS

13.1.1 Summary of Project

This project consists of such four components as classification dumping, sorting and collection and transportation of domestic waste, construction of kitchen waste treatment facilities, implementation capacity building and project management. The implementing scope covers the core urban areas of six administrative districts, such as Haishu, Jiangdong, Jiangbei, Zhenhai, Beilun and Yinzhou, as well as Hi-tech Zone and Dongqian Lake built-up area of the planning. Under the project, Jiangdong Transfer Station, Jiangbei TS (including sorting center), Yinzhou TS, Dongqianhu TS, Haishu TS and one kitchen waste treatment plant will be constructed; Weihailu TS and Luotuo TS will be reconstructed at the existing sites, and 22 small-sized transfer stations will be retrofitted; publicity and education for the public environment and health will be carried out in the city; an intelligent sanitation MIS (information management system) will be established; the management procedures on domestic waste classification will be worked out, and supervision, evaluation and incentive systems will be implemented as well as the studies on associated measures will be conducted. The total investment of the project will be 1326.49 million yuan including 80 million USD of the World Bank loan, equivalent to 506.70 million yuan.

Through gradual establishment and improvement of the system of domestic waste classification collection, classification transportation and classification disposal, to increase the rate of recovery and reuse of domestic waste, raise the safety of domestic waste disposal at the tail end, and reduce the proportion of DW landfilled and incinerated, so as to minimize the domestic waste in Ningbo at source and make DW recycled.

13.1.2 General Situation of Due Diligence Related to Associated Projects As described in Chapter 3, the findings of the due diligence surveys on the profiles of the associated projects show that basically their facilities are running normally and steadily. It is suggested that the routine maintenance be kept and strengthened for various types of equipment in the plants to ensure the normal operation of the equipment and stable and sustainable discharge of pollutants with the standards met, so as to minimize the impacts on the surrounding residents; regular inspections be carried out to resolve problems in a timely manner. If economic strength or ability is available, studies should be deepened, and advance equipment should be purchased to upgrade the existing to further reduce concentrations and emission quantities of pollutants.

It is suggested:

 The Fenglin Waste Incineration and Power Generation Plant enhance day-to-day management and maintenance of waste incineration facilities and exhaust gas online monitoring system, as well as the control and treatment of the odor source, to ensure a stable and sustainable emission of pollutants meeting the standard; 224

 The Yinzhou Sanitary Landfill for domestic waste maintain well, according to the code, the system of landfill gas transmission, collection and emission to guarantee the foul smell to meet the standard and then emit;

 In view of the fecal coliforms monitored at its outfall exceeding the standard limit, the North Jiangdong WWTP should find out the causes and implement necessary rectification measures to ensure that all discharge indicators can meet the standards;

 The Houhaitang WWTP in Zhenhai extend the wastewater treatment capacity as soon as possible to make sure that the surplus wastewater can be intercepted normally and the facilities operated properly, or divert the rest wastewater in its service range into other peripheral WWTP for treatment;

 As to the Southern WWTP, it is recommended that the relevant departments actively develop the end-users of recycled water, lay transmission pipelines to enhance the utilization degree of the recycled water in Ningbo; and

 The Ningbo Dadi Environmental Protection Co., Ltd. introduce new devices of treating exhaust gas to reduce exhaust emission concentration, to minimize the impact on the surrounding residents.

13.1.3 Environmental Status Quo

13.1.3.1 ATMOSPHERIC ENVIRONMENT The data of routine monitoring over years show that from 2006 to 2011, the annual average values of routine atmospheric pollutants in the project area met Class II standard of Environmental Air Quality Standard (GB3095-1996); among the characteristic atmospheric pollution factors, H2S was undetected while NH3, although detected, did not exceeded the limit. The overall atmospheric environmental quality was good, with PM10 as the main pollutant.

The monitoring data during the environmental assessment show that the current overall environmental quality of each project area was good, with characterisitc pollution factors not exceeding the limits at most monitoring points; H2S detected at the two monitoring points of the Kitchen Waste Treatment Plant slightly exceeded the limit because both of them are nearby the Yinzhou domestic waste landfill.

13.1.3.2 SURFACE WATER ENVIRONMENT According to the routine monitoring data, the water quality indicators at the monitoring cross-sections of Sanjiangkou and Zhangjianqi (Zhangjian water gate) of the Yongjiang River all met Category IV water quality standard while the water quality data at most monitoring points in the Fenghua and Yinzhou River Networks were Category IV—worse than Category V, failing to meet the water quality standard of Category III, the water bodies there being severely eutrophicated. However, the overall situation was improved in 2011. 225

13.1.3.3 ACOUSTIC ENVIRONMENT The monitoring data during the environmental assessment show that except that the noise of the planned location of the Yinzhou Transfer Station slightly exceeded the limit in the nighttime, the environmental noise at other planned site locations of the project and at those surrounding the sensitive objectives all met Category II standard.

13.1.3.4 ECOLOGICAL ENVIRONMENT The survey results show that the total numbers of plants in the surveyed areas of the Jiangbei Transfer Station, Yinzhou Transfer Station and the Kitchen Waste Treatment Plant are 25 families, 11 families and 43 families respectively. Due to the season of survey, the dominant species in the area where the Jiangbei TS is located are mainly tall trees including paper mulberry, camphor tree, poplar, dawn redwood, etc. as well as gramineous plants, such as green bristlegrass, vitaceous plant Japanese cayratia herb, composite plant goldenrod and herb of alligator alternanthera of amaranthaceous plant; in the area of the Yinzhou TS the dominant species are mainly the plants of composite, gramineous and grape families, and only one tall tree family, camphor; and in the area of the Kitchen Waste Treatment Plant, the most abundant species are composite and gramineous plants, accounting for 24% of all surveyed species. As a result of plant number and volume, the dominant species in the area of KWTP are mainly tall trees including chinaberry tree, paper mulberry and camphor tree, bamboo (tall herbaceous plant) and lianas such as Humulus scandens and Ampelopsis japonica. Other species, affected by the dominant species, show undersized and unevenly distributed.

13.1.4 Analysis of Environmental Impact during Construction Period

13.1.4.1 ATMOSPHERIC ENVIRONMENT During the construction period the impact on the atmospheric environment mainly comes from dust caused by running construction vehicles, dust in storage yard and vehicle exhaust. After the environmental protection measures proposed in the EIA are adopted, the dust pollution can be effectively controlled in general, and will not be a significant impact on the environment.

13.1.4.2 SURFACE WATER ENVIRONMENT

The impacts on the water environment during the construction period mainly are from domestic sewage of construction workers and construction wastewater. If the domestic sewage is directly discharged during the construction period, the nearby water body will likely be polluted; and if constructional rainwater and wastewater (muddy water) flow into the water bodies with surface runoff, suspended solids, oils, and oxygen consumption substances will be increased to affect the quality of surface water. However, after the countermeasures are adopted, these impacts on the water environment will be small.

13.1.4.3 ACOUSTIC ENVIRONMENT

Construction transport vehicles and construction machinery and equipment such as pile drivers, excavators, bulldozers and other construction phase noise source. Project 226 construction noise will inevitably have an impact on the surrounding residential area. The main noise sources during the construction period are transport vehicles and constructional plants, such as piling machines, excavators, bulldozers, transport vehicles etc. The project constructional noise will inevitably bring some impacts on the adjacent residential areas.

13.1.4.4 SOLID WASTE ENVIRONMENT The solid wastes of the construction period mainly include construction waste generated in the construction activities and the domestic waste produced by constructors. As to the muck or residual soil generated during the construction period, the contractor shall, according to the regulations, take the charge of processing the procedures for muck disposal and timely organize the removal and transportation of the muck in strict accordance with the relevant provisions of the quality and quantity; the domestic waste shall be collected specifically, and regularly transported for disposal to the site designated by the sanitation administrative agency.

13.1.4.5 ECOLOGICAL ENVIRONMENT

The impacts of the project on ecological environment in the construction period mainly include land occupation of construction site, temporary road, material storage yard, residual soil yard, etc., the destruction of construction activities to soil, vegetation and natural ecological environment, and the resulting water loss and soil erosion.

13.1.4.6 SOCIAL ENVIRONMENT

The constructional activities may cause inconvenience to the nearby residents’ life and trips; and the increase of constructional vehicles accessing to the sites may bring a certain impact on the nearby road traffic.

13.1.5 Environmental Impacts during Operation Period

13.1.5.1 SURFACE WATER ENVIRONMENT

2) In addition to the leachate of waste, other wastewaters can be intercepted into the municipal sewers after being pretreated up to the standard, and finally reach the WWTPs in the different districts. The total amount of the above mentioned discharged wastewater is around 148.7 m3/d, which only accounts for 0.04% of the entire treatment capacity of the tail end treatment facilities like the North Jiangdong WWTP. As long as it can flow into the

227 municipal wastewater discharge system but not discharged at will, the wastewater of this project will only do less harm to the water environment.

13.1.5.2 ATMOSPHERIC ENVIRONMENT The odor pollutants of each transfer station and the sorting center under this project will make a tiny contribution to the ground concentration, which will be much lower than the standard limit. Meanwhile, the atmospheric protective distance is zero. To sum up, all the transfer stations and sorting center will have fewer impacts on the air environment.

In addition, according to the Technical Code for Domestic Waste Transfer Station (CJJ47-2006) , it is recommended in this EA that before the Jiangbei TS is put into use, the governmental agency concerned should resettle elsewhere the eight households of villagers with distance less than 30 m from the TS.

13.1.5.3 ACOUSTIC ENVIRONMENT

It can be seen from the above analysis that after the project completion the noises emitted at both the Haishu Transfer Station and Jiangbei Transfer Station (incl. Sorting Center) in daytime can reach the standard; and the noise at the Wangchun Prison can meet the standard after overlying the background. Because the vehicles and facilities of collecting, transporting and sorting will not operate in the nighttime, the noises generated under this project have very limited impacts on the environment.

13.1.5.4 ECOLOGICAL ENVIRONMENT AND GROUND WATER ENVIRONMENT

1) Eco-environment

The land to be occupied by the project is mainly of farmland, villages or vacant lots，all of which have no significant ecological functions. After the project being completed, the new buildings and green spaces will form new artificial habitats.。

Meanwhile, the domestic waste classification and disposal will not only recover useful resources in the waste, but also lessen the final disposal quantity of waste. In this way, it will reduce the land occupation for final waste disposal and mitigate the secondary pollution, so that the negative impacts will be weakened of excessive domestic waste or improper disposal. Therefore, from the overall prospective, this project will make certain positive benefits for the ecosystem in the whole region.

2) Ground Water Environment

The leachate of this project will be treated in the Yemaoao Waste Leachate Treatment Station, and other wastewater will be intercepted into the municipal sewage system. Under normal working conditions, this project will have less impacts on the ground water environment.

Before the implementation of this project, in some areas, particularly in the villages,

228 because there lack of systematic domestic waste collection facilities and a management system, there is a phenomenon of littering anywhere, which not only has a bad effect on landscape and pollute the environment, but also causes the leachate to permeate the earth with the rainwater and contaminate the underground water. After the project completion, the urban domestic waste collection and disposal system will be set up and improved. If the measures are put into effect, , the above mentioned impacts will be mitigated. From a long-term prospective, the project will bring a positive influence to the underground water environment.

13.1.5.5 IMPACTS ON LANDSCAPE AND CULTURAL RELICS CONSERVATION

1) After the project is implemented, the urban domestic waste collection and disposal in Ningbo will be much improved and more systematized, which will reduce the damage of waste on the landscapes, and enhance the visual sense level of landscapes.

2) By consultancy of the relevant department and through survey onsite, there is no cultural conservation unit within 2km from the project transfer and sorting facilities. Therefore, basically this project has no impacts on the cultural conservation unit.

13.1.6 Environmental Measures and Feasibility Analysis of Them

The centralized investment in the environmental protection will be 37.463 million yuan, representing 2.82% of the total investment for the project, 1326.49 million yuan. For specific measures, please refer to Chapter 7.

13.1.7 Analyses on Social and Environmental Benefits

13.1.7.1 ENVIRONMENTAL BENEFITS

As described in FSR, in the project implementation region, till the planned horizon, the year of 2020, the recyclable matters (including paper, plastics, waste metals, glass, fabrisc, etc.) would reach 299 t/d or 109135 t/a. If these wastes were delivered to a waste incineration and power generation plant for incineration, the emitted pollutants would be: -8 SO2 132 t/a, exhaust gases 55.6 t/a, NOx 193.0 t/a, HCl 28.9 t/a, dioxin 4.8×10 t/a; moreover, there would be small amounts of heavy metals(Hg, Pb and Cd) as well as fluoride, CO, etc. It can be seen that from sorting the recyclables alone the environmental benefits brought by the project construction will be obvious.

According to FSR, it is assumed that the domestic waste reduction in 2017 would be 299 t/d, CO2 reduction would be 192191t/a. Calculated at 8 euros per ton, the benefit of emission reduction would be 12.238 million yuan.

Under the project, there are 22 small-sized transfer stations to be transformed, which will be no longer used as TSs. Nowadays, these TSs are of open-type, without any collection and treatment of the smell. Therefore, the implementation of the project will eliminate the pollution of H2S and NH3 in waste transfer, which will improve to a great extent the quality

229 of environment surrounding the 22 TSs.

13.1.7.2 SOCIAL BENEFITS

As a social benefit project, the project will bring forth such positive social environmental effects during the operation period as below:

(1) The implementation of the project will meet the needs of Ningbo for sustainable development and environmental protection.

(2) The amount of domestic waste disposal will be reduced to improve the living environment in the vicinity of the landfill or incineration plant, to raise the level of health of villagers.

(3) By recycling the domestic waste to decrease the productions of paper, plastic, waste metals, fabrics, etc. to reduce the emissions of corresponding pollutants, to lighten environmental pollution.

(4) To increase employment opportunities and improve the level of wages and living conditions of employees.

(5) To improve sanitation employees’ work environment, and enhance their health level;

(6) To reduce waste disposal amount to save land resources used for waste disposal, which can be utilized to create other wealth for the mankind.

13.1.8 Total Load Control and Cleaner Production

1) Total quantity control (TQC)

It is suggested that TQC indicators be COD 4.58t / a, NH3-N 0.86t /a; and it is proposed that the Ningbo EPB be applied for the quota of the total quantities after the alternative is decided.

2) Cleaner Production

This project is a demonstration project for Ningbo in domestic waste classification disposal and reuse. The implementation of the project will play positive roles in promoting land conservation and environmental protection; meanwhile the project will employ advanced and reasonable waste classification disposal technologies supported with mature and efficient end-treatment facilities to make the pollutants discharge after the standards being met. Moreover, main production processes will be controlled automatically, the construction project will basically conform to the principle of clean production.

13.1.9 Environment Management and Monitoring Plan

For the Environment Management and Monitoring Plan, please refer to Chapter 11 for 230 details.

13.1.10 Public Participation

According to the results of public survey, the vast majority of individuals and groups support the project construction. In the 1st round of questionnaire survey, 82.8% individuals and 73.3% groups held supportive opinions while only 3.4% individuals and 3.3% groups expressed opposite opinions. In the 2nd round of questionnaire survey, 80% individuals and 61.2% groups held supportive opinions while 8% individuals and 14.3% groups expressed opposite opinions.

The main reasons for oppositions among respondents include worries about the unfavorable impacts caused by waste water & gas on surrounding environment, dissatisfactions with relocation conditions, and so on. Therefore, during the project implementation, it is necessary to put forth efforts in solving the public concerns of environment problems, and strictly implement various pollution control measures proposed in design and EIA. In particular, control measures for wastewater and odor should be urgently taken to obtain the understandings and supports from the public.

1) Refuses should be classified into more classifications, and special supervision department should be established;

2) The selected sites of transfer stations should be away from villages, so as not to bring about negative impacts on the life of residents;

3) Prior to the project implementation, it is necessary to evaluate the impacts of transfer stations on water, air, noise, environment, and traffic in a scientific manner.

4) It is suggested that totally-closed measures should be taken in transfer stations.

5) It is suggested that the later-stage environmental management and supervision should be handled properly.

13.1.11 EIA Procedures for Kitchen Waste Treatment Plant

Because the kitchen waste treatment plant will be internationally procured on a DBO basis, currently it is difficult to conduct in-depth design in FSR to ascertain the preferred alternative and technologic parameters, etc., an in-depth environmental impact assessment cannot be carried out on the kitchen waste treatment plant. The environmental impact assessment shall be re-conducted after the invitation for bids is released.

In accordance with the New Classified Catalogue for Environmental Impact Studies (the No. 2 Order of the Ministry of Environmental Protection) and by reference to the 231 centralized disposal project of domestic waste, an environmental impact report needs to be prepared for KWTP. The Ningbo Municipal Administrative Office for Domestic Waste Classification will be responsible for the environmental impact assessment for KWTP.

The EIR will be reviewed and approved by the environmental expert with the World Bank; according to the approval authority for national environmental impact assessment, the EIR of the project shall be pre-reviewed by the Ningbo Yinzhou Environmental Protection Bureau, and then reviewed and approved by the Ningbo Environmental Protection Bureau. According to the preliminary analysis, the selected site of KWTP is reasonable; at the same time, we propose such necessary environmental requirements at this stage, which are specific to the characteristics of kitchen waste, as below:

1) It is suggested that an environment improvement program should be a subsidiary to the Request for the Scheme, the program being also included in the tender scope, so that the measures taken for pollution prevention and control will be more pertinent.

2) The main waste operation area must be closed for operational activities to avoid unorganized emission as much as possible, and the odor shall be collected for centralized treatment.

3) Effective collection measures must be taken at the leachate producing points. The leachate shall be collected and then treated in a centralized way; effective countermeasures must be taken against seepage and leakage of pipes (grooves) and treatment facilities. 4) After being treated in the plant to meet appropriate standards, the leachate and other wastewaters will flow into the Yinxi (West Yinzhou) WWTP, which will not be allowed to be discharged into the surface water bodies nearby. Therefore, in the bidding for the scheme, the design of discharge sewers should be considered. .

13.2 RECOMMENDATION

This project is a social benefit project. It is recommended that the project be implemented as soon as possible while the public opinions and suggestions be adequately taken into account, and necessary environmental measures be physically carried out to do the good deed well.

13.3 GRAND CONCLUSION

In summary, this project conforms to the requirements of the urban development master planning and other planning, consistent with the national industrial policies and the cleaner production principles. The service range of the project covers the core urban areas, such six administrative districts as Haishu, Jiangdong, Jiangbei, Zhenhai, Beilun, Yinzhou, and High-tech Zone, Dongqian Lake built-up area of the planning. Through gradual establishment and improvement of the system of domestic waste classification collection, classification transportation and classification disposal, to increase the rate of recovery and

232 reuse of domestic waste, raise the safety of domestic waste disposal at the tail end, and reduce the proportion of DW landfilled and incinerated, so as to minimize the domestic waste in Ningbo at source and make DW recycled. By means of environmentally protective measures adopted, the pollutants discharged can be controlled within the permissible discharge limits, the environmental impacts of the project are within the acceptable range. Thus it is can be seen that the implementation of the project is feasible from the environmental angle.

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14 References

1) Technical Manual for Domestic Waste Disposal and Recycling by Zhao Youcai and Song Yuren, Metallurgical Industry Press, May 2007;

2) Training Materials for Vocational Qualification Registration of EIA Engineers ---- Environmental Impact Assessment of Social Region Category by Wu Bo, Li Haisheng, etc., China Environmental Science Press, Aug. 2007;

3) Field Testing of Landfill Gas Output and Validation of IPCC Model Recommended by Luo Yuxiang, Wang Wei and Gao Xingbao, Environmental Science, Nov. 2009);

4) Determinations on Output and Main Pollution Factors of Waste Gas of Municipal Waste Sanitary Landfill by Min Yijue and Zhu Shaofeng, Environmental Pollution and Prevention, Mar. 2000;

5) Research on Landfill Gas Generation and Its Model by Huang Wenxiong, Huang Zunqiao and Qu Zhiyun, China Engineering Science, Sep. 2006;

6) Development of Deodorant from Domestic Plant Extract and Its Application in Wastewater Treatment Plant by Xie Qingjie, Wu Rongfang, etc., Anhui Agricultural Science，Issue 23 of 2008;

7) "Plant Extract Used in WWTP for Disperse Deodorization Treatment, Shi Feng and Gu Yuxiang, Shanghai Construction Science and Technology, Issue 2 of 2006.

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