Initial Environment and Social Examination
Project Number: 50164-001 October 2018
China Water Environment Group Investment Limited and Xinkai Water Environment Investment Limited Integrated Wastewater Management Project (People’s Republic of China)
Prepared by China Water Environment Group Limited
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Dali Erhai Lake Basin Wastewater Interception Project
Initial Environmental and Social Examination
October 2018
China Water Environment Group Limited Table of Content
EXECUTIVE SUMMARY ...... I
A. Introduction ...... i B. The Project ...... i C. Baseline Environment and Social Conditions ...... ii D. Impacts and Mitigation Measures ...... iii E. Public Consultation and Grievance Redress Mechanism ...... iii F. Environmental and Social Management Plan ...... iv G. Conclusion ...... iv
I. INTRODUCTION ...... 1
II. POLICY, LEGAL AND ADMINISTRATIVE FRAMEWORK ...... 2
A. Policy Framework ...... 2 B. Legislative Framework for Environmental and Social Impact Assessment in PRC...... 2 C. International Agreements ...... 5 D. Applicable PRC and ADB Policies and Assessment Categories ...... 5 E. Assessment Standards ...... 6
III. DESCRIPTION OF PROJECT ...... 10
A. Overview ...... 10 B. Subproject 1: Wase and Shuanglang Area Lake Basin Wastewater Interception ...... 12 C. Subproject 2: Shangguan Area Lake Basin Wastewater Interception ...... 15 D. Subproject 3: Xizhou Area Lake Basin Wastewater Interception ...... 17 E. Subproject 4: Yinqiao and Wanqiao Area Lake Basin Wastewater Interception ...... 18 F. Subproject 5: Dali Town Area Lake Basin Wastewater Interception ...... 20 G. Subproject 6: Xiaguan North Area Lake Basin Wastewater Interception ...... 21 H. Project Schedule ...... 22 I. Manpower Requirement...... 23 J. Implementation Arrangement ...... 23
IV. ANALYSIS OF ALTERNATIVES ...... 25
A. Design Options for Wastewater Treatment Plant Layout ...... 25 B. Design Options for Wastewater Treatment Process ...... 26 C. Design Options for the Interception Pipeline Construction Method ...... 27 D. Design Options for Subproject 1: Wase and Shuanglang Area Lake Basin Wastewater Interception ...... 28 E. Design Options for Subproject 2: Shangguan Area Lake Basin Wastewater Interception ...... 30 F. Design Options for Subproject 3: Xizhou Area Lake Basin Wastewater Interception ...... 31 G. Design Options for Subproject 4: Yinqiao and Wanqiao Area Lake Basin Wastewater Interception ...... 31 H. Design Options for Subproject 5: Dali Town Area Lake Basin Wastewater Interception ...... 32 I. Design Options for Subproject 6: Xiaguan North Area Lake Basin Wastewater Interception ...... 34
V. DESCRIPTION OF ENVIRONMENT AND SOCIAL CONDITIONS ...... 35
A. Environmental Setting ...... 35 B. Physical Environment of the Project Site ...... 38 C. Ecological Resources ...... 41 D. Protected Areas and Physical Cultural Resources ...... 41 E. Socio-Economic Conditions ...... 43 F. Existing and Predicted Climate Change ...... 45 G. Associated Infrastructure Projects and Facilities ...... 46 VI. ANTICIPATED ENVIRONMENTAL AND SOCIAL IMPACTS AND MITIGATION MEASURES ...... 49
A. Design and Planning Phase and Avoided Impacts ...... 49 B. Pre-Construction Phase ...... 50 C. Construction Phase ...... 53 D. Operational Phase ...... 63 E. Indirect, Induced, and Cumulative Impacts ...... 68 F. Climate Change ...... 69
VII. PUBLIC CONSULTATION, PARTICIPATION AND INFORMATION DISCLOSURE 71
A. Legislative Framework for Public Consultation and Information Disclosure ...... 71 B. Information Disclosure ...... 71 C. Public Consultation ...... 72 D. Future Information Disclosure and Public Consultation Program ...... 74
VIII. GRIEVANCE REDRESS MECHANISM ...... 75
IX. ENVIRONMENTAL AND SOCIAL MANAGEMENT PLAN...... 77
X. CONCLUSIONS ...... 78
ATTACHMENT 1: ENVIRONMENTAL AND SOCIAL MANAGEMENT PLAN
ATTACHMENT 2: ENVIORNMENTAL AUDIT REPORT
ATTACHMENT 3: SOCIAL AUDIT REPORT
ATTACHMENT 4: LIST OF IUCN STATUS OF PROTECTED ANIMAL SPECIES FROM THE PROJECT AREA
List of Tables
Table III-1 Applicable Environmental Laws Table III-2 National and Local Administrative Regulations on Environmental Issues Table III-3 Relevant Laws and Regulations on Social Issues Table III-4 Applicable Environmental Guidelines Table III-5 Applicable Environmental Standards Table III-6 List of Subprojects under the Project Table III-7 Environmental Quality Classes in the Project Area Table III-8 Comparison of PRC and WBG Ambient Air Quality Standards Table III-9 Environmental Quality Standards for Noise (equivalent sound level LAeq: dB) Table III-10 Surface Water Quality Standard (Unit: mg/L, pH is dimensionless.) Table III-11 Groundwater Quality Standard for Category III (Unit: mg/L, pH is dimensionless, Chromaticity: degree) Table III-12 Air Pollutant Limits Table III-13 Integrated Wastewater Discharge Standards (GB 8978-1996) Table III-14 Construction Site Noise Limits. Unit: Leq [dB (A)] Table IV-1 Approximate Geographical Coordinates of Subprojects under Dali Erhai Lake Basin Wastewater Interception Project Table IV-2 Components of Subproject 1 Table IV-3 Components of Subproject 2 Table IV-4 Components of Subproject 3 Table IV-5 Components of Subproject 4 Table IV-6 Components of Subproject 5 Table IV-7 Components of Subproject 6 Table IV-8 Overall Project Schedule Table IV-9 List of Main Construction Contractors for each Subproject Table V-1 Baseline Surface Water Quality of Erhai Lake Basin and Major Rivers Table V-2 Land and Population (2015) of Dali City Table V-3 Economic Performance in Dali City Table V-4 Project Affected Townships and Villages Table V-5 Land Distribution in Dali City Table V-6 Income Level of Dali City Table V-7 Income Source of Residents in Dali City (2015) Table VI-1 Job Opportunities During Construction Stage Table VI-2 Sensitive Receptors and Project Area of Influence Table VI-3 Summary of Soil Excavation, Reuse and Disposal Table VI-4 Noise from PME at different distance Table VI-5 Existing and Proposed Wastewater Treatment Capacities for the Dali Erhai Lake Basin Wastewater Interception Project Table VI-6 Solid Waste Generation for the Dali Erhai Lake Basin Wastewater Interception Project Table VI-7 Development of Tourism in Dali City Table VII-1 Comparison of Different Wastewater Treatment Plant Layouts Table VII-2 Comparison of Different Wastewater Treatment Processes Table VII-3 Comparison of Different Interception Pipeline Construction Methods Table VII-4 Comparison of the Alternative Routes for the Wase Area Wastewater Interception System Table VII-5 Comparison of the Alternative Routes for the Shuanglang Area Wastewater Interception System Table VII-6 Comparison of the Alternative Locations for the Xizhou WWTP Table VII-7 Alternative Comparison of Dali Town Area Wastewater Interception System Table VII-8 Comparison of Different Pipe Materials Table ESMP-1 Potential Impacts and Mitigation Measures during Construction and Operation Phases of the Project Table ESMP-2 Environmental & Social Mitigation Measures Implementation Cost Estimates Table ESMP-3 Environment Monitoring Plan – Wastewater Treatment Plant Table ESMP-4 Environment Monitoring Plan – Wastewater Interception System Table ESMP-5 Proposed Project "Three-Simultaneity” Environmental Protection Inspection Checklist
List of Figures
Figure IV-1 Map of Erhai Lake Figure IV-2 Location of the subprojects under Dali Erhai Lake Basin Wastewater Interception Project Figure IV-3 Location of Project Components in the Wase Area Figure IV-4 Location of Project Components in the Shuanglang Area Figure IV-5 Wastewater Treatment Process Flow Diagram of Wase WWTP and Shuanglang WTTP (CAST Process) Figure IV-6 Location of Project Components in the Shangguan Area Figure IV-7 Location of Project Components in the Xizhou Area Figure IV-8 Location of Project Components in the Yinqiao/ Wanqiao Area Figure IV-9 Location of Project Components in the Dali Town Area Figure IV-10 Location of Project Components in the Xiaguan North Area Figure V-1 Topographic Map of Erhai Basin Figure V-2 Shangguan District and Nearby Waterbodies Figure V-3 Yinqiao & Wanqiao Districts and Nearby Waterbodies Figure V-4 Dali Town and Nearby Waterbodies Figure V-5 Monitoring Points and Subproject Locations Figure V-6 Location of Cang Mountain Protection Area in Relation to the Project Figure V-7 Mean Annual Rainfall and Temperature for Dali City (1991 – 2015) Figure V-8 Temperature and Precipitation Variation in Northwest Yunnan Figure V-9 Other Climate Factors Variation in Northwest Yunnan7 Figure V-10 Dali Integrated Pipe Network Project and Xiaguan North Area Lake Basin Wastewater Interception Project Figure V-11 Location of Dafengba Landfill Figure VII-1 Alternative routes for the Wase Area Wastewater Interception System Figure VII-2 Alternative routes for the Shuanglang Area Wastewater Interception System Figure VII-3 Alternative locations for the Shuanglang Wastewater Treatment Plant Figure VII-4 Alternative locations for the Xizhou Wastewater Treatment Plant Figure VII-5 Alternative locations for the Xizhou Wastewater Treatment Plant Figure VII-6 Alternative routes for the Dali Town Area Wastewater Interception System
ABBREVIATIONS
A2/O Anaerobic/Anoxic/Oxic AC Affected Community ADB Asian Development Bank AP Affected Persons AQG Air Quality Guideline CESM Corporate Environmental and Social Manager CESMT Corporate Environmental and Social Management Team CSC Construction Supervision Company CWE China Water Environment Group Limited DEIA Domestic Environmental Impact Assessment DEPB Dali Environmental Protection Bureau DMS Detailed Measurement Survey DI Design Institute EHS Environmental, Health and Safety EIA Environment Impact Assessment ESMP Environmental and Social Management Plan EPB Environmental Protection Bureau ESMS Environmental and Social Management System FSR Feasibility Study Report GDP Gross Domestic Product GHG Greenhouse Gas GRM Grievance Redress Mechanism IESE Initial Environmental and Social Examination IP Indigenous Peoples IPP Indigenous Peoples Plan LAR Land Acquisition and Involuntary Resettlement MEP Ministry of Environment Protection MSW Municipal Solid Waste NDN Nitrification/Denitrification NDRC National Development and Reform Commission PESM Project Environmental and Social Manager PESMT Project Environmental and Social Management Team PRC People’s Republic of China RESM Regional Environmental and Social Manager RESMT Regional Environmental and Social Management Team RP Resettlement Plan SPS ADB’s Safeguard Policy Statement WHO World Health Organization WWTP Wastewater Treatment Plan
WEIGHTS AND MEASURES km kilometer m2 square meter mu Chinese land measuring unit (1 hectare = 15 mu) 1 mu = 666.7 m2
EXECUTIVE SUMMARY
A. Introduction
1. China Water Environment Group Limited (CWE) has requested the Asian Development Bank (ADB) to provide investment support for the Dali Erhai Lake Basin Wastewater Interception Project (the Project). The project consists of a series of subprojects with the aim of improving the water quality as well as the protection of species and other natural resources in Dali Erhai Lake. 2. This Initial Environmental and Social Examination (IESE) has been prepared in accordance with domestic regulatory requirements and ADB’s Safeguard Policy Statement (SPS, 2009). It is based on: (i) information in the domestic environmental impact assessment (DEIA); (ii) feasibility study report (FSR); (iii) preliminary design report prepared by national institutes for the project, (iv) land acquisition and compensation agreements, (v) result of detailed measurement survey (DMS), (vi) consultation records, (vii) receipts of compensation. In addition, site visits and interviews were conducted to assess the environmental performance, labour and working conditions, land acquisition and involuntary resettlement (LAR), indigenous peoples, and gender and development aspects of the project. The IESE includes an Environmental and Social Management Plan (ESMP) (Attachment 1), which will be the guiding document for environmental and social-related issues in the construction and operational phases of the Project. B. The Project
3. The proposed Dali Erhai Lake Basin Wastewater Interception Project is located in Dali City of Yunnan Province and designed to improve water quality of Erhai Lake to Class II of PRC Environmental Water Quality Standard (GB3838-2002). The Project consists of 6 subprojects, including components such as wastewater treatment facilities, wastewater interception pipelines and booster pumping stations, and are summarized as follows. Subproject 1: Wase and Shuanglang Area Lake Basin Wastewater Interception is located at the north-eastern side of the Erhai Lake. It involves 2 wastewater treatment plants, 8 booster pumping stations, wastewater interception pipelines, effluent discharge pipelines and wastewater connection pipelines. The Subproject components related to Shuanglang Wastewater Treatment Plant has mostly completed its construction and commenced trial operation in January 2018, while the Subproject components related to Wase Wastewater Treatment Plan is expected to complete construction in January 2018 and commence trial and commercial operation in February 2018 and July 2018 respectively.
Subproject 2: Shangguan Area Lake Basin Wastewater Interception is located in the Shangguan town of Dali City, at the northern side of the Erhai Lake. It involves 1 wastewater treatment plant, 2 booster pumping stations, 3 wastewater sump tanks, wastewater interception pipelines and effluent discharge pipelines. The Subproject is expected to complete construction in January 2018 and commence trial and commercial operation in February 2018 and July 2018 respectively.
Subproject 3: Xizhou Area Lake Basin Wastewater Interception is located in the Xizhou town of Dali City, at the north-western side of the Erhai Lake. It involves 1 wastewater treatment plant, 1 booster pumping station, 2 wastewater sump tanks, wastewater interception pipelines and effluent discharge pipelines. The Subproject is expected to complete construction in January 2018 and commence trial and commercial operation in February 2018 and July 2018 respectively.
Subproject 4: Yinqiao and Wanqiao Area Lake Basin Wastewater Interception is located in the Yinqiao and Wanqiao town of Dali City, at the western side of the Erhai Lake. It involves 1 wastewater treatment plant, 3 booster pumping stations, 4 wastewater sump tanks, wastewater interception pipelines and effluent discharge pipelines. The Subproject is expected to complete construction in April 2018 and commence trial and commercial operation in May 2018 and October 2018 respectively.
Subproject 5: Dali Town Area Lake Basin Wastewater Interception is located in the Dali ancient town of Dali City, at the western side of the Erhai Lake. It involves 1 wastewater
i treatment plant, 1 booster pumping station, wastewater sump tanks, wastewater interception pipelines and effluent discharge pipelines. The Subproject is expected to complete construction in April 2018 and commence trial and commercial operation in May 2018 and October 2018 respectively.
Subproject 6: Xiaguan North Area Lake Basin Wastewater Interception is located in the Xiaguan North Town of Dali City, at the southern side of the Erhai Lake. It involves wastewater interception channels and interception pipelines. The Subproject is expected to complete construction in April 2018 and commence trial and commercial operation in May 2018 and October 2018 respectively.
4. Overall, the Project design elements will contribute to decreasing level of pollution to air and water, remediation of improper waste disposal and wastewater discharge sites and contaminated ground water as well as the protection of species and other natural resources. The expected impact of the Project will improve water environment, management of surface water resources and quality of life in Dali City. C. Baseline Environment and Social Conditions
5. Overview. Erhai Lake is the second largest fault lake in Yunnan Province, China. Erhai Lake is situated at 1,972 metres above sea level, covers a drainage area of approximately 2565 km2, and has a lake area of approximately 249.8 km2. With the multiple functions in regulating climate and providing water for industrial and agricultural use, Erhai Lake is the main water source for Dali City and the surrounding area. It receives water from the Luoshi River, Miju River and Yongan River in the north, Yulong River and Boluo River in the east, and smaller streams from the Cang Mountain in the west. Xier River, to the south, is the lake’s outlet and eventually flows into the Mekong River. Erhai Lake has an average annual inflow and outflow of 825 million m3 and 863 million m3 respectively. 6. Physical Environment. Surface quality in Erhai Lake and surrounding rivers often exceed the Class II requirements of GB3838-2002. The non-conformities are mainly caused by insufficient wastewater collection system and treatment facilities in Dali City. The lack of controls of the agricultural pollution sources also leads to the release of chemical fertilizers to the waterbodies, accelerating the eutrophication of Erhai Lake. As there are no major industrial developments or other emission sources within or close to the sampling locations in the Project Area, the air quality/noise environment of the Project Area appears to be relatively less polluted. Air and noise monitoring indicate that the Project Area is in compliance with Class II standards for ambient air quality (GB 3095-2012) and environmental quality standard for noise (GB 3096-2008) respectively.
7. Ecology. Ecological values in the project sites are considered to be relatively low. No species of conservation significance or trees of high amenity value were recorded from the Project Area. For the wildlife recorded in the Project Area, 8 species are first class national protected animals while 43 species are second class national protected animals.
8. Socio-economic status. Dali City, the capital city of Dali Bai Autonomous Prefecture, is located in the north-western part of the Yunnan Province. It has a registered population of 0.67 million in 2016. The population of ethnic minority is 0.44 million, accounting for 66% of the total population. In 2016, Dali has a GDP of CNY 35.507 billion (approximately US$5.64 billion), an 8.5 percent increase from the previous year. The disposable income of urban and rural residents in 2016 is CNY 31,205 and 13,329, with an 8.8% and 9.7% increase respectively from the previous year. The Dali Prefecture’s poverty incidence in 2017 is estimated to be 6.7%, showing a significant decrease in the poverty rate when compared to 9.2% poverty incidence in 2015. 9. Climate Change. Observed results suggested that in Yunnan Province, overall temperature is rising, but precipitation and moisture level are decreasing. Yunnan has also experienced continuous and intensifying drought conditions. It is recommended to increase the conservation efforts related to native vegetation and develop water-conserving agricultural techniques as adaptive strategies to climate change.
ii D. Impacts and Mitigation Measures
10. Avoided Impacts. Integrated design and safeguard project planning approach was adopted to avoid potential environmental and social impacts. Prior to the construction of new facilities, community health and safety buffer zones for the project sites were established as per requirements in the DEIA approval. In addition, two potential options for the project site, including new treatment plant locations and pipeline routes, were proposed, in which parameters such as environmental and social impacts, land availability, service area coverage, and construction complexity were analysed. Different wastewater treatment systems and ancillary system designs were also assessed during the design phase to avoid potential environmental and social impacts. 11. Construction Phase. Key risks and mitigation measures were as follows. (i) Clearance of scrub lands and trees, as well as habitat loss due to excavation and earth works – All disturbed areas will be restored after completion of construction works and the affected habitats will also be compensated as far as possible. (ii) Impacts to water quality of the waterbodies nearby the construction sites – Surface runoff, groundwater seepage and construction wastewater collected at the construction sites will be treated via sedimentation before being reused for construction, while sewage from construction workers will be collected at the pit latrines before being provided to local farmers as fertilizer if necessary.. (iii) Air pollution and noise impacts from construction activities – Dust removal equipment and measures, screen sheds and noise barriers will be provided around the construction sites. Transport activities and the use of high noise and high vibration equipment will be away from residential areas. (iv) Generation of construction, hazardous, and domestic waste in the construction sites – The waste will be cleared and removed regularly. Construction and domestic waste will be disposed of at designated landfills while hazardous waste will be handled by qualified collection company. (v) Health and safety – Signage will be provided around the construction sites to raise awareness of safety issues. Construction workers will be trained on general health and safety matters, and specific hazards of their works. Inspections will also be conducted by construction supervisor to keep track of the water quality, air quality and noise levels during the construction periods.
12. Operation Phase. Potential indirect impacts to the hydrology and ecology of the Erhai Lake, as a consequence of the Project, are considered minor. This is due to the project design, which includes control of wastewater quantity and quality discharge from the subprojects. Induced impacts could occur in the event of malfunctioning of wastewater management systems or accidents. This impact is likely to be of limited concern due as the effluent will be discharged to designated reservoirs for treated wastewater instead of the Erhai Lake. Additionally, the subproject companies have online water quality monitoring systems and environmental risk contingency plans in place, which could detect abnormalities in a timely manner and minimize the impacts resulted from unexpected conditions.
13. Climate Change. The Project is fundamentally designed toward improving resilience to climate change by ensuring a good perpetuation of the natural water cycle. Greenhouse gases can be emitted to the atmosphere during wastewater treatment processes, and adaptation measures have been included in the project designs to mitigate the impacts on climate change. E. Public Consultation and Grievance Redress Mechanism
Public Consultation 14. According to Dali EPB’s website, one round of information dissemination was conducted for the Project. Grievance Redress Mechanism 15. A Grievance Redress Mechanism was developed in order to receive and facilitate resolution of affected persons (AP) and/or affected communities’ (AC) concerns, complaints, and grievances about environmental performance, physical and economic displacement and affect Indigenous Peoples (IPs) communities, as a result of the development of CWE’s subprojects, through a transparent and understandable consultative process. 16. The steps of the Grievance Redress Mechanism are summarized as follows:
iii Stage 1. Recording and Registering Grievances
The Project Environmental and Social Management Team (PESMT) shall act as the central point of contact for the GRM in project and subproject level. On receipt of a complaint concerning any aspect of the project or subproject, in forms mentioned above or others as appropriate, the complaint shall be recorded in a grievance log and registered in a central data system for further action and internal tracking.
Stage 2. Screening and Assessing the Grievances
The PESM shall determine the eligibility of the grievance / complaint received with reference to the following criteria: (i) If the complaint pertains to the aspect of the project or subproject; (ii) If the complainant has a direct relationship with the project or subproject; and (iii) If the issues raised in the complaint fall within the safeguard scopes that the GRM is authorized to address. If the complainant is not eligible to be established, the complainant shall be informed of the decision and the reasons for the rejection. If the initial screening establishes the eligibility of the received grievance, the PESMT shall then conduct an assessment to investigate and verify the details and nature of the grievance.
Stage 3. Formulating Response and Redress Approach and Implementation
An initial response shall be formulated by the designated complaint-resolution personnel responsible for the assessment of the grievance / complaint. Depending upon its seriousness, relevant departmental managers, and/or the PESM/PESMT may need to participate in the feedback process at different levels. In the event of disagreement or any disputes between the APs and the Project Company, the case shall be escalated to higher authority, e.g. the RESM/RESMT, CESM/CESMT, or judicial authority if necessary, for resolution. Any outcome shall be communicated to the AP via written notice.
Stage 4. Settling, Tracking, Monitoring, Documentation and Evaluation of the Outcome
An evaluation system shall be established to assess the overall effectiveness and the impact of the GRM. PESM shall summarize and report all complaints / grievances received and the corrective actions taken correspondingly to the CESM/CESMT either on an annual or bi-annual basis. The results shall be used to contribute to continuous improvement of the GRM and provide valuable feedback to CWE management.
F. Environmental and Social Management Plan
17. An Environmental and Social Management Plan was developed that describes the requirements for impact mitigation, roles and responsibilities, monitoring, and reporting for environmental and social safeguards. The ESMP includes the GRM and an environmental monitoring program, to monitor and report on the environmental performance of construction and operations. The program forms part of a comprehensive set of environmental management documents. The ESMP includes institutional responsibilities, training needs, reporting schedules and implementation costs. It will include the program for future public consultation. G. Conclusion
18. It can be concluded that full and effective implementation of the Project ESMP, together with the training and Project assurances, will minimize the environmental risks of the Project and achieve compliance with the policy and regulatory standards applied in this IESE.
iv I. INTRODUCTION
1. Dali City is a provincial city of Dali Bai Autonomous Prefecture, located in the southwest of China and the north-western side of the Yunnan Province. The total land area of Dali is 1,468 square kilometres, accounting for 5.0% of the area of Dali Bai Autonomous Prefecture. Dali City has direct jurisdiction over 12 townships: Xiaguan Town, Dali Town, Fengyi Town, Xizhou Town, Haidong Town, Wase Town, Wanqiao Town, Yinqiao Town, Shuanglang Town, Shangguan Town, Qiliqiao Town and Taiyi Yi Ethnic Township. According to the Dali City Statistical Handbook 2012, the city has a population of around 610,000. 2. The Erhai Lake is the second largest highland lake of China. It is approximately 40 km long and 7-8 km wide, with an average depth of 11m and the total capacity of 2.5 billion cubic metres. It receives water from Miju and Mici Rivers in the north, Bolou River in the east, as well as streams from Cang Mountains in the west. The outlet of Erhai Lake is Yangbi River located in the south, which will eventually flow into Mekong River. 3. Erhai has been supporting the development of Dali City by preventing floods, supplying fresh water, regulating the climate and supporting tourism and fishery development. Due to rapid urban expansion and city development, the water quality of Erhai Lake has been deteriorating throughout the years, dropping down to Class III of PRC Environmental Water Quality Standard (GB 3838-2002). 4. Supported by the local Government, China Water Environment Group Limited (CWE) is developing the Dali Erhai Lake Basin Wastewater Interception Project (the Project), which aims to improve the water quality of Erhai Lake to Class II of PRC Environmental Water Quality Standard (GB3838-2002). The Project consists of 6 subprojects, including components such as wastewater treatment facilities, wastewater interception pipelines, booster pumping stations and reservoir for treated wastewater. The list of subprojects are listed in the table below:
No. Subprojects Project Status as of February 2018 1 Wase and Shuanglang Area Lake Basin Wase Wastewater Interception Undergoing testing and commissioning procedures Shuanglang Undergoing trial operation 2 Shangguan Area Lake Basin Wastewater Undergoing testing and commissioning Interception procedures 3 Xizhou Area Lake Basin Wastewater Interception Undergoing testing and commissioning procedures 4 Yinqiao and Wanqiao Area Lake Basin Wastewater Under construction Interception 5 Dali Town Area Lake Basin Wastewater Under construction Interception 6 Xiaguan North Area Lake Basin Wasterwater Under construction Interception
5. The Project’s safeguard requirements are based on the Category in accordance with ADB’s Safeguard Policy Statement (SPS, 2009). The potential environmental impacts of the Project are site-specific and mitigatable. Therefore, the environmental category of the Project is classified as “Category B” for environment, requiring the preparation of an Initial Environmental and Social Examination (IESE) and Environmental and Social Management Plan (ESMP). The project is classified as ”Category B” for Involuntary Resettlement (IR) and ”Category C” for Indigenous Peoples (IP) by ADB. The IESE is based on information in the feasibility reports (FSR), and preliminary design reports (PDR) for each subproject, domestic environmental impact assessment (DEIA) reports for the Project and for each subproject, the Consultant’s site visit, and key changes made by CWE when transforming the preliminary design into detailed design for each subproject. The data presented in tables and figures in this IESE are extracted from the PDR, FSR and DEIAs unless otherwise stated.
1 II. POLICY, LEGAL AND ADMINISTRATIVE FRAMEWORK
A. Policy Framework
6. Yunnan Province requires both mitigation and adaptation strategies to address climate change, incorporating technological innovation and structural adjustment, whilst also setting goals controlling greenhouse gas emissions. In addition, mitigation measures to address land acquisition and involuntary resettlement, indigenous peoples/ethic minority issues, labour and working conditions, and stakeholder engagement are also required. 7. Policies and actions for mitigation of climate change impacts include: (i) promote the optimization of industrial structure through economic structural adjustment; (ii) improve energy efficiency; (iii) development of renewable energy; (iv) reduce greenhouse gas emissions by the development of a circular economy; (v) reduce greenhouse gas emissions caused by agriculture production; (vi) strengthen carbon sequestration promoting tree planting; and (vii) enhance the scientific response to climate change by increasing research efforts. 8. Policies and actions for mitigation of social impacts include: (i) promote and provide means for adequate engagement with affected stakeholders through the project cycle on issues that could potentially affect them; (ii) disclose and disseminate all the relevant social information; (iii) compensate/offset for risks and impacts to workers and affected stakeholders; and (iv) ensure that grievances from affected stakeholders are responded to and managed appropriately. 9. Adoption of climate change policies and mitigation actions has been implemented in Yunnan Province in agriculture, forestry, water resources including Fuxian Lake, Yunlong Reservoir, Yangzong Sea, Dian Lake, Niulanjiang River and other vulnerable areas. Positive results have been achieved, including: (i) efforts to establish and improve the adaption of policies and regulations to climate change; (ii) the protection of forests and other natural ecosystems; (iii) strengthening of policies and regulations in water conservation and water planning, especially in regards to: flood control and disaster mitigation; the rational allocation of water resources; and water resources protection; (iv) improved monitoring and early warning systems for extreme weather and climate events; and (v) research on human health issues caused by climate change. B. Legislative Framework for Environmental and Social Impact Assessment in PRC
10. The EIA management procedure has been established in the PRC since early 1990s. The DEIA upon which this IESE is based were prepared under the provisions of the PRC’s EIA law of 2016 and the Classified Administration Catalogue of EIAs for Construction Projects (2015). The Preparation Requirements of EIA Report1 for Construction Projects (MEP Order No. [2012] 51), which requires that the summary of the DEIA reports should be disclosed on local EPB’s website a significant development that provides for opportunities to involve the public in the EIA process. The primary national laws and regulations that governed the EIA studies of the proposed project are provided in Table II-1 and Table II-2 respectively. 11. With regard to managing the social dimensions of the proposed project, the relevant national laws, regulations and guidelines related to social impact assessment, land acquisition, ethnic minorities, and consultation and participation are provided in Table II-3.
Table II-1 Applicable Environmental Laws
No. Title of the Law Year Issued 1 Environmental Protection Law 2014 2 Environmental Impact Assessment Law 2016 3 Water Law 2016 4 Water Pollution Prevention and Control Law 2008 5 Air Pollution Prevention and Control Law 2015 6 Noise Pollution Control Law 1996 7 Forestry Law 2016 8 Wild Fauna Protection Law 2016
1 A simplified EIA Report for smaller scale projects defined under the Classified Administration Catalogue of EIAs for Construction Projects (2015).
2 No. Title of the Law Year Issued 9 Solid Waste Pollution Prevention and Control Law 2015 10 Water and Soil Conservation Law 2010 11 Promoting Clean Production Law 2012 12 Urban and Rural Planning Law 2015 13 Land Administration Law 2004 14 Circular Economy Promotion Law 2009 15 Energy Conservation Law 2007 16 Work Safety Law 2014 17 Prevention and Control of Occupational Diseases Law 2016 18 Environmental Protection Tax Law 2016
Table II-2 National and Local Administrative Regulations on Environmental Issues
No. Title of the Regulations Year Issued National 1. Regulation on EIA Preparation for Infrastructure Planning Projects 2009 2. Regulations on the Administration of Construction Project Environmental 2017 Protection 3. Guiding Rules for Identifying Solid Wastes (on trial) 2017 4. Regulation on Protection of Wild Flora 1997 5. Classified Administration Catalogue of EIAs for Construction Projects 2016 6. Regulation on Cultural Heritage Protection 2016 7. Regulation on River Course Management 1998 8. Regulation on Basic Farmland Protection 1999 9. Regulation on Staged Evaluation and Approval of Construction Project EIA 2009 Documents (MEP) 10. National Biodiversity Strategy and Action Plan (2011-2030) 2010 11. Requirement for Social Risk Assessment of Large Investment Projects 2012 12. Regulation on Information Disclosure 2007 13. Information Disclosure Mechanisms for Construction Projects EIA 2015 14. The National Catalogue of Hazardous Wastes 2016 15. The Decision of the State Council on Several Issues Relating to Environmental 1996 Protection 16. The Administrative Measures on Environmental Acceptance of Completed 2001 Construction Projects 17. The Administrative Regulations for Supervision, Monitoring and Completion 2009 Environmental Acceptance of “Three-Simultaneous” Construction Projects (On Trial) 18. The Measures for the Prevention and Control of Environmental Pollution by 2005 Discarded Dangerous Chemicals 19. Measures on Public Participation in Environmental Protection 2015 20. Information Disclosure Guidelines for Construction Projects EIA (On Trial) 2013 21. The Measures for Enterprise Environmental Information Disclosure 2014 22. Regulations on Labor Protection in Workplaces where Toxic Substances are 2002 Used 23. Regulation on Construction Waste Management in Urban Area 2005 Local 24. Yunnan Province’s Regulation on Environmental Protection 2016 25. Yunnan Province’s Regulation on Wetland Protection 2014 26. Yunnan Province’s Regulation on Fuxian Lake Protection 2017 27. Yunnan Province’s Regulation on Yunlong Reservoir Protection 2014 28. Yunnan Province’s Regulation on Yangzong Sea Protection 2014 29. Yunnan Province’s Regulation on Dian Lake Protection 2014 30. Yunnan Province’s Regulation on Niulanjiang River Protection 2014
Table II-3 Relevant Laws and Regulations on Social Issues
No. Title of the Laws & Regulations Year Issued National 1. Notice of Application Reports of Projects issued by NDRC 2007 2. Land Administration Law 1999 3. Law of the People’s Republic of China on Administration of the Urban Real 1994 Estate
3 No. Title of the Laws & Regulations Year Issued 4. The document 28: State Council’s Decision to Deepen Reform and Strictly 2004 Enforce Land Administration 5. Regulations on the Protection of Basic Cultivated land 1998 6. The Land Administration Law 2004 7. The Implementation Rules for The Land Administration Law 1999 8. Decision of the State Council on Deepening the Reform and Rigidly Enforcing 2004 Land Administration 9. Guidelines on Improving the System of Land Compensation and Resettlement 2004 10. Real Property Rights Law 2007 11. The Administrative Measures for the Pre-view of Land Use for Construction 2009 Projects of the local government 12. Regulations on the Expropriation of Houses on State-owned Land and 2011 Compensation 13. Regulations on Appraisal of the Houses on State-owned Land 2011 14. Ethnic Minority Autonomous Religion Law 1984 15. Notice of State Council on the Establishment of Ethnic Minority Villages 1983 16. Regulation on the Work of Administrative Urban Ethnic Minority 1993 17. Labor Law 1995 18. Law of the People’s Republic of China on the Protection of Rights and Interests 1992 of Women 19. Interim Measures for Social Stability Risk Assessment of Major Fixed Assets 2012 Investment Project Local 20. Yunan Provincial Land Administrative Regulation 1999 21. Compensation Rates for Land Acquisition in 15 Prefectures (cities) of Yunnan 2014 Province 22. Implementation Measures of Land Acquisition and House Demolition for Dali 2016 Erhai Lake Basin Wastewater Interception Project
12. The PRC has established a comprehensive regulatory framework for environment safeguards, composed of laws and administrative legislation promulgated by the State Council; departmental regulations issued by the Ministry of Environment Protection (MEP); and provincial legislation and regulations, environmental standards; and international agreements. The amended Environmental Protection Law of the PRC (2014) and the Measures on Public Participation in Environmental Protection (2015) further strengthen the requirement of public participation and information disclosure. The suit of laws, regulations, guidelines and standards that governed the EIA studies of the proposed project are provided in Table II-4 to Table II-5 respectively.
Table II-4 Applicable Environmental Guidelines
No. Title of the Guideline Year Issued 1. Guideline on Jurisdictional Division of Review and Approval of EIAs for 2009 Construction Projects 2. Guideline on EIA Categories of Construction Projects 2008 3. Technical Guideline on EIA Outline (HJ2.1-2016) 2016 4. Technical Guideline on EIA Regarding Surface Water (HJ/T 2.3-1993) 1993 5. Technical Guideline on EIA Regarding Atmospheric Environment (HJ 2.2- 2008 2008) 6. Technical Guideline on EIA Regarding Acoustic Environment (HJ 2.4-2009) 2009 7. Technical Guideline on EIA Regarding Ecological Impact (HJ 19-2011) 2011 8. Technical Guideline on Underground Water Environment (HJ610-2016) 2016 9. Technical Specification on Water and Soil Conservation Plan (GB50433-2008) 2008 10. Technical Guideline on Environmental Risk Assessment for Construction 2004 Project (HJ/T 169-2004) 11. Industrial Restructuring Directory 2013
Table II-5 Applicable Environmental Standards
No. Title of the Standards Year Issued 1. Surface Water Quality Standards (GB 3838-2002) 2002 2. Ambient Air Quality Standards (GB 3095-2012) 2012 3. Urban Ambient Acoustic Quality Standards (GB 3096-2008) 2008 4. Integrated Emission Standards of Air Pollutants (GB 16297-1996) 1996
4 No. Title of the Standards Year Issued 5. Municipal Wastewater Treatment Plant Pollutant Discharge Standards (GB 2002 18918-2002) 6. Integrated Wastewater Discharge Standards (GB 8978-2002) 2002 7. Drinking Water Quality Standards (GB 5749-2006) 2006 8. Groundwater Quality Standards (GB/T 14848-93) 1993 9. Emission Standards of Environment Noise for Boundary of Site (GB 12523- 2011 2011) 10. Noise Limit of Industrial Enterprises (GB 12348-2008) 2008 11. Standards for Pollution Control on Hazardous Waste Storage (GB 18597-2001) 2001 12. Emission Standards for Odor Pollutants (GB 18599-2001) 2001
C. International Agreements
13. The PRC is a signatory to international agreements on environmental protection. Those relevant to the Project, along with the date of signing by the PRC, include: - Kyoto Protocol to the United Nationals Framework Convention on Climate Change, 23 February 2005. To reduce greenhouse gas emissions by enhancing the national programs of developed countries aimed at this goal and by establishing percentage reduction targets for the developed countries;
- Montreal Protocol on Substances that Deplete the Ozone Layer, 1 January 1989. To protect the ozone layer by controlling emissions of substances that depletes it; and,
- United Nations Framework Convention on Climate Change, 21 March 1994. To stabilize greenhouse gas concentrations in the atmosphere at a low enough level to prevent dangerous anthropogenic interference with the climate system.
D. Applicable PRC and ADB Policies and Assessment Categories
14. ADB’s Safeguard Policy Statement (SPS 2009) provides the basis for this Project IESE. All projects funded by ADB must comply with the SPS. The purpose of the SPS is to establish an environmental review process to ensure that projects undertaken as part of programs funded under ADB loans are environmentally sound, are designed to operate in line with applicable regulatory requirements, and are not likely to cause significant environment, health, or safety hazards. 15. This Project is classified as “Category B” for Environment, ”Category B” for IR and ”Category C” for IP under ADB SPS 2009, requiring an initial environmental and social examination (IESE), as the project environmental impacts are site-specific and mitigatable. 16. Domestically, the project is classified as “Insignificant Impact” in accordance with the Classified Administration Catalogue of EIAs for Construction Projects issued by the PRC’s Ministry of Environmental Protection (MEP) in 2016, requiring the DEIA reports to be prepared in the Simplified EIA format. The DEIA reports were reviewed and approved by Dali Environmental Protection Bureau (EPB). Components of “Dali Erhai Lake Basin Wastewater Interception Project”, and approval date of the DEIAs are listed in Table II-6 below.
5 Table II-6 List of Subprojects under the Project
Project Components Date of EIA Approval Wase and Shuanglang Area Lake Basin Wastewater Interception Shangguan Area Lake Basin Wastewater Interception Xizhou Area Lake Basin Waste Water Interception 3 November 2016 Yinqiao and Wanqiao Area Lake Basin Wastewater Interception Dali Town Area Lake Basin Wastewater Interception Xiaguan North Area Lake Basin Wastewater Interception
E. Assessment Standards
17. The environmental standard system that supports the implementation of the environmental protection laws and regulations in the PRC can be classified by i) ambient environmental quality, and ii) pollution emission and/or discharge standards. ADB’s SPS requires projects to apply pollution prevention and control technologies and practices consistent with international good practices such as the World Bank Group’s Environmental, Health and Safety (EHS) Guidelines2. For this assessment, where EHS standards exist for parameters and are relevant, they are used in parallel with PRC standards in this assessment. 1. Evaluation against Ambient Standards
18. Dali EPB has designated the environmental quality classes that apply to each component of the proposed Project, which is summarized in Table II-7 below.
Table II-7 Environmental Quality Classes in the Project Area
Function Area Function Classes for the Project Air quality Class II of GB3095-2012 Acoustic environment Class II of GB3096-2008 Surface water quality Class III of GB3838-2002 Groundwater quality Class III of GB/T14848-93
19. Air Quality Standards. The PRC ranks air quality into three classes according to “Ambient Air Quality Standard” (GB 3095-1996). Class I is the best air quality and Class III is the worst. A new set of standards was issued in 2012 (GB 3095-2012), replacing GB 3095-1996, and is effective in all municipal level city on 1 January 2016 nationwide. The new standards combine Class II and Class III and introduce PM2.5 standards, and make NO2 standards more stringent. 20. The World Health Organization (WHO) has set up air quality guideline (AQG) standards for various air quality parameters for the protection of public health. Recognizing that progressive actions are needed to achieve these standards and the financial and technological limitations of some countries or localities especially in developing countries, the WHO also established interim targets as intermediate milestones towards achieving the AQG (Table II-8). Table II-8 Comparison of PRC and WBG Ambient Air Quality Standards
Parameter Averaging PRC National PRC National World Bank Group period Standards Class I Standards Class II EHS Guidelines3 (μg/m3) (μg/m3) (μg/m3) GB3095- GB3095- GB3095- GB3095- Interim AQG 1996 2012 1996 2012 target SO2 1-year 20 20 60 60 n/a n/a 24-hour 50 50 150 150 50-125 20 1-hour 150 150 500 500 n/a n/a NO2 1-year 40 40 80 40 n/a 40 24-hour 80 80 120 80 n/a n/a 1-hour 120 120 240 200 n/a 200
2 World Bank Group. 2007. Environmental, Health and Safety Guidelines General EHS Guidelines. Washington: World Bank. 3 World Bank Group. 2007. Environmental, Health and Safety Guidelines General EHS Guidelines. Washington: World Bank.
6 Parameter Averaging PRC National PRC National World Bank Group period Standards Class I Standards Class II EHS Guidelines3 (μg/m3) (μg/m3) (μg/m3) GB3095- GB3095- GB3095- GB3095- Interim AQG 1996 2012 1996 2012 target CO 24-hour 4,000 4,000 4,000 4,000 n/a n/a 1-hour 10,000 10,000 10,000 10,000 n/a n/a TSP 1-year 80 80 200 200 n/a n/a 24-hour 120 120 300 300 n/a n/a PM10 1-year 40 40 100 70 30-70 20 24-hour 50 50 150 150 75-150 50 PM2.5 1-year - 15 n/a 35 15-35 10 24-hour - 35 150 75 37.5-75 25 * n/a = not applicable
21. Ambient Acoustics Quality Standards. Noise environment for the project’s settings will be evaluated against Class II standards of the Ambient Acoustic Quality Standards (GB3096-2008), which categorizes five functional areas based on their tolerance to noise pollution: from Category 0 to Category 4. Category 0 is for areas with convalescent facilities that are the least tolerant to noisy environment, and therefore, has the most stringent day and night time noise standards. Category 1 is for areas predominated by residential areas, hospitals and clinics, educational institutions and research centers. Category 2 is for areas with mixed residential and commercial functions. Category 3 is for areas with industrial production and storage and logistics functions. Category 4 is for regions adjacent to traffic noise sources such as major roads and highways, and is subdivided into 4a and 4b with the former applicable to major road and marine traffic noise and the latter applicable to rail noise. 22. Standards for various functional area categories are compared with the WBG’s EHS guidelines presented in Table II-9 below, showing that the EHS guidelines have lower noise limits for residential, commercial and industrial mixed areas but higher noise limits for industrial areas. The EHS guidelines do not have separate noise limits for trunk roads but apply the same noise limits based on whether the areas are for residential or industrial uses.
Table II-9 Environmental Quality Standards for Noise (equivalent sound level LAeq: dB)
Functional Applicable Area Daytime Nighttime Area PRC National Standards Class II 06:00 - 22:00 22:00 - 06:00 0 Areas needing extreme quiet, such as convalescence 50 40 areas 1 Areas mainly for residence, hospitals, cultural and 55 45 educational institutions, administration offices 2 Residential, commercial and industrial mixed areas 60 50 3 Industrial areas, warehouses and logistic parks 65 55 4a Area within 35 m from both sides of expressway, and 70 55 Class 1 and Class 2 roads 4b Areas nearby railway operation 70 60 WBG EHS Guidelines4 07:00 - 22:00 22:00 - 07:00 - Residential; institutional; educational 55 45 - Industrial; commercial 70 70
23. Surface Water Quality Standards. For water quality assessment, the determining standards will be Surface Water Quality Standards (GB3838-2002). It defines five water quality categories for different environmental functions. Class I is the best, suitable for head waters and National Nature Reserves. Class II is suitable for drinking water sources in Class I protection areas, habitats for rare aquatic organisms, breeding grounds for fish and crustaceans, and feeding grounds for fish fries. Class III is suitable for drinking water sources in Class II protection areas, wintering grounds for fish and crustaceans, migration routes, water bodies for aquaculture and capture fishery, and swimming activities. Class IV is suitable for general industrial use and non- contact recreational activities. Class V is the worst which is only suitable for agricultural and
4 World Bank Group 2007, lbid
7 scenic water uses. The surface water quality standards for each categories are shown in Table II-10. There are no EHS guidelines or targets for water quality in this context. Table II-10 Surface Water Quality Standard (Unit: mg/L, pH is dimensionless.)
Parameter pH DO COD BOD5 NH3-N TP TN Class I Standard 6-9 ≥7.5 ≤15 ≤3 ≤0.15 ≤0.02 ≤0.2 Class II Standard 6-9 ≥6 ≤15 ≤3 ≤0.5 ≤0.1 ≤0.5 Class III Standard 6-9 ≥5 ≤20 ≤4 ≤1.0 ≤0.2 ≤1.0 Class IV Standard 6-9 ≥3 ≤30 ≤6 ≤1.5 ≤0.3 ≤1.5 Class V Standard 6-9 ≥2 ≤40 ≤10 ≤2.0 ≤0.4 ≤2.0 Source: Surface Water Quality Standard (GB3838-2002).
24. Groundwater Quality. The determining standards for groundwater quality will be Groundwater Quality Standards (GB/T 14848-1993). There are no equivalent EHS targets. 25. The standard defines five water quality categories for different environmental functions. Category I is the best, with the lowest background level of natural chemical composition. Class II has a higher natural chemical composition than Category I. Both Category I and II are suitable for any kind of water use. Category III is with reference to the Human Health Index, which is suitable for industrial, agricultural and household drinking purposes. Category IV is mainly used as industrial and agricultural use and requires treatment for household usage purpose. Category V is the worst and are not suitable for any kind of water use. 26. The project region satisfies the Category III of Groundwater Quality Standards shown in Table II-11 below.
Table II-11 Groundwater Quality Standard for Category III (Unit: mg/L, pH is dimensionless, Chromaticity: degree)
Parameter Standard Parameter Standard pH 6.5-8.5 Cyanide ≤0.05 CODMn ≤3.0 Arsenic ≤0.05 Total Hardness ≤450 Selenium ≤0.01 TDS ≤1000 Cadmium ≤0.01 NH3-N ≤0.2 Chromium-6 ≤0.05 NO3-N ≤20 Copper ≤1.0 Sulfate ≤250 Zinc ≤1.0 Chloride ≤250 Iron ≤0.3 NO2-N ≤0.02 Manganese ≤0.1 Mercury ≤0.001 LAS ≤0.3 Lead ≤0.05 Fluoride ≤1.0 Total Coliform Volatile Phenol ≤0.002 (MPN/L) ≤3.0 Source: Groundwater Quality Standard (GB/T 14848-93)
2. Emission Standards for Construction and Operation Activities
27. Air Quality. Fugitive emission of particulate matter (such as dust from construction sites) is regulated under PRC‘s Air Pollutant Integrated Emission Standard (GB 16297-1996) and Ambient Air Quality Standards (GB 3095-2012). Class II of GB 16297-1996 applies to this project, which sets 120 mg/m3 as the maximum allowable emission concentration and ≤1.0 mg/m3 as the concentration limit at the boundary of construction sites, with no specification on the particle diameter. Odor from the temporary storage and treatment of sediment spoil from dredging should follow the Malodorous Pollutant Emission Standard (GB 14554-93). The maximum allowable concentration at the boundary of the sties for odor is 20 (dimensionless). During the operation stage, air pollutants discharged should comply with Class II standard in Air Pollutant Comprehensive Emission Standard (GB 16297-1996) ( 28. Table II-12).
8 Table II-12 Air Pollutant Limits
Parameter Maximum Allowable Limit Concentration for Fugitive Standard Concentration Emission Monitoring PM 120mg/m3 Maximum concentration at the GB 16297-1996 boundary 1.0mg/m3 Odor 20 (dimensionless) - GB 14554-93
29. Sediment and Sewage Discharge. Discharge of sediment generated from coagulation and flocculation during the water treatment process and discharge of sewage (or municipal wastewater) generated from the site office during operation into city sewage pipelines is regulated under Class I and Class III of PRC‘s Integrated Wastewater Discharge Standards (GB 8978-1996) respectively. Class I standards apply to discharges into Category III water bodies under GB 3838-2002. Class II standards apply to discharges into Categories IV and V water bodies. Class III standards apply to discharges into municipal sewers going to municipal wastewater treatment plants (WWTPs) with secondary treatment. Table II-13 below summarizes some of the key parameters established for each Class in GB 8978-1996.
Table II-13 Integrated Wastewater Discharge Standards (GB 8978-1996)
Class I Class II Class III For discharge into For discharge into For discharge Parameter Category III water Category IV and V into municipal body water bodies sewer pH 6–9 6-9 6-9 Chromaticity 50 80 - SS mg/L 70 150 400 BOD5 mg/L 20 30 300 COD mg/L 100 150 500 TPH mg/L 5 10 20 Volatile phenol mg/L 0.5 0.5 2.0 NH3-N mg/L 15 25 - 2- PO4 (as P) mg/L 0.5 1.0 - LAS (= anionic surfactant) mg/L 5.0 10 20 Fecal coliform 500 1,000 5,000
30. Noise. Construction noise will be assessed against the PRC Emission Standards of Ambient Noise for Boundary of Site Noise (GB 12523-2011), while operation noise will be evaluated against Class II of Emission Standard for Industrial Enterprises Noise at Boundary (GB 12348- 2008). Respective standards are shown in Table II-14 below.
Table II-14 Construction Site Noise Limits. Unit: Leq [dB (A)]
Noise Limit Period Major Noise Source Day Night Construction (GB 12523- Bulldozer, excavators and loader; pile driving machines; 70 55 2011) concrete mixer, vibrator and electric saw; hoist and lifter Operation (Class II of GB Pumps 60 50 12348-2008)
31. Solid Waste. Sludge and municipal solid waste (MSW) disposal to landfill shall comply with the Standard for Pollution Control on the Landfill Site of MSW (GB 16889-2008). Particularly, this standard requires the moisture content of sludge disposed of not to exceed 60%. 32. Storage of chemical waste from the laboratory and chemical dosing rooms shall comply with Standard for Pollution Control on Hazardous Waste Storage (GB 18597-2001).
9 III. DESCRIPTION OF PROJECT
A. Overview
33. Dali City is a provincial city of Dali Bai Autonomous Prefecture, located in the southwest of China and the north-western side of the Yunnan Province. The total land area of Dali is 1,468 square kilometres, accounting for 5.0% of the area of Dali Bai Autonomous Prefecture. Dali City has direct jurisdiction over 12 townships: Xiaguan Town, Dali Town, Fengyi Town, Xizhou Town, Haidong Town, Wase Town, Wanqiao Town, Yinqiao Town, Shuanglang Town, Shangguan Town, Qiliqiao Town and Taiyi Yi Ethnic Township. According to the Dali City Statistical Handbook 2012, the city has a population of around 610,000. 34. The Erhai Lake in Dali is the second largest plateau lagoon in China and an important freshwater lake in the country. It is approximately 40 km long and 7-8 km wide, with an average depth of 11m and the total capacity of 2.5 billion cubic metres. It receives water from Miju and Mici Rivers in the north, Bolou River in the east, as well as streams from Cang Mountains in the west. The outlet of Erhai Lake is Yangbi River located in the south, which will eventually flow into Mekong River. The map of Erhai Lake is shown in Figure III-1. Figure III-1 Map of Erhai Lake
Source: EIA Report for Wase and Shuanglang Subproject, 2016
10 35. Erhai has been supporting the development of Dali City by preventing floods, supplying fresh water, regulating the climate and supporting tourism and fishery development. Due to rapid urban expansion and city development, the water quality of Erhai Lake has been deteriorating throughout the years, dropping down to Class III of PRC Environmental Water Quality Standard (GB 3838-2002). 36. The inability to maintain a steady level of water purity has been blamed on rapid economic development in the lake's catchment area. This has been especially noticeable near the lakeshore where, in some places such as Shuanglang, once-bucolic sites have been completely transformed into overbuilt tourist attractions. The tourism boom has also highlighted the irrational layout of villages and townships along the coastline, including Shuanglang and Haidong, as well as the flaws in the underdeveloped infrastructure. The wastewater pipelines in the region were designed to serve only permanent local residents. The old systems can barely handle the heavy flow of sewage today and household waste volume far exceeds the intended capacity. The dense construction of inns and rapid increase in tourist flow have led to a steep rise in discharge, some of which is dumped directly into the lake or seeps up from the ground due to the narrow, aging pipes. 37. Supported by the local Government, China Water Environment Group Limited (CWE) is developing Dali Erhai Lake Basin Wastewater Interception Project (the Project), which aims to improve the water quality of Erhai Lake to Class II of PRC Environmental Water Quality Standard (GB3838-2002). 38. The scope of this IESE will be the subprojects under Dali Erhai Lake Basin Wastewater Interception Project, which includes 6 subprojects: 1. Wase and Shuanglang Area Lake Basin Wastewater Interception; 2. Shangguan Area Lake Basin Wastewater Interception; 3. Xizhou Area Lake Basin Wastewater Interception; 4. Yinqiao and Wanqiao Area Lake Basin Wastewater Interception; 5. Dali Town Area Lake Basin Wastewater Interception; and 6. Xiaguan North Area Lake Basin Wastewater Interception.
Table III-1 Approximate Geographical Coordinates of Subprojects under Dali Erhai Lake Basin Wastewater Interception Project
Subprojects under Dali Erhai Lake Basin Wastewater Interception Project Wase and Shuanglang Area Lake Basin Wastewater Interception
39. The location of the subprojects is shown in Figure III-2.
11 Figure III-2 Location of the subprojects under Dali Erhai Lake Basin Wastewater Interception Project
Source: www.tianditu.com
B. Subproject 1: Wase and Shuanglang Area Lake Basin Wastewater Interception
40. The Subproject is located at the north-eastern side of the Erhai Lake. The components of the subproject are listed in Table III-2. 41. The service area of the components in Wase is bounded by Kanglang Village in the north, Wenbi Village in the south, Dacheng Village in the east and Erhai Lake in the west, serving an area of 6.4km2 and a population of about 54,700. The service area of the components in Shuanglang is bounded by Hongshanmiao area in the north, Qinshan village in the south and Erhai Lake in the west, serving an area of 3.03km3 and a population of about 40,000. Location map of project components in the Wase and Shuanglang area are shown in Figure III-3 and Figure III-4 respectively.
12 Table III-2 Components of Subproject 1
Location Component Description 1 Wase Wastewater One sunken WWTP with a designed capacity of Treatment Plant 4,000 m3/d by 2020 and 8,000 m3/d by 2050. 2 Influent Booster Five influent booster pumping stations (#1,2,3,4 Pumping Stations stations and Wenbi station) with a total designed pumping capacity of 4,151 m3/d during dry season and 817.5 m3/h or 19,620 m3/d during wet season. 3 Lake Basin 15.46km of wastewater interception pipelines Wastewater along the north-eastern coast of Erhai Lake, Interception connecting Wase Village and Haiyin Village. Wase Area Pipelines 4 Village Wastewater 3.1km of village wastewater connection pipelines Connection Pipelines linking the wastewater produced by villages located in the east of Huanhai Road with the lake basin wastewater interception pipelines. 5 Effluent Booster Two effluent booster pumping stations pumping Pumping Stations effluent to Dacheng Reservoir. 6 Effluent Discharge 4.70 km of effluent discharge pipelines Pipelines discharging treated wastewater to the existing Qiyi Reservoir and will be provided for farmers’ irrigation use. 7 Shuanglang One sunken WWTP with a designed capacity of Wastewater 5,000 m3/d by 2020 and 10,000 m3/d by 2050. Treatment Plant 8 Lake Basin 6.44km of wastewater interception pipelines Wastewater along the north-eastern coast of Erhai Lake, Interception connecting Wase Village and Haiyin Village. Pipelines 9 Riverside 8.68km of wastewater interception pipelines Wastewater along the rivers in the Shuanglang WWTP Area. Interception Pipelines 10 Influent Booster Two influent booster pumping stations (Qinshan Pumping Stations and Changyu stations) with a total designed Shuanglang pumping capacity of 2,800 m3/d during dry Area season and 1,560 m3/h or 78,880 m3/d during wet season. In the long run, the capacity during dry season could be increased to 6,000 m3/d. 11 Effluent Booster One effluent booster pumping station pumping Pumping Station effluent to Shuanglang Reservoir. 12 Effluent Discharge 6.18km of effluent discharge pipelines Pipelines discharging treated wastewater to the Shuanglang Reservoir for Treated Wastewater and will be provided for farmers’ irrigation use. 13 Shuanglang A reservoir with capacity of 90,000 m3 and a Reservoir for Treated storage reservoir with a capacity of 600,000 m3. Wastewater The treated wastewater stored in the reservoir will be used in irrigation use by farmers located nearby the reservoir.
13 Figure III-3 Location of Project Components in the Wase Area
Source: Preliminary Design Report of Wase and Shuanglang Subproject, 2016
Figure III-4 Location of Project Components in the Shuanglang Area
Source: Preliminary Design Report of Wase and Shuanglang Subproject, 2016
14 42. Both WWTP in Wase and Shuanglang implement the use of the Cyclic Activated Sludge Technology (CAST) wastewater treatment process as illustrated in Figure III-5. All sludge generated at Wase WWTP and Shuanglang WWTP will be dewatered in its sludge dewatering room to moisture content not exceeding 60%. Wase WWTP and Shuanglang WWTP are also equipped with an odour removal system that treats the extracted air from the screening area and sludge dewatering plant room before being discharged into the atmosphere. Odour is treated by the use of activated charcoal deodorization system.
Figure III-5 Wastewater Treatment Process Flow Diagram of Wase WWTP and Shuanglang WTTP (CAST Process)
43. The existing wastewater pipelines coverage in the villages of Wase and Shuanglang area is 30% and 70% respectively. The implementation of the Dali Erhai Lake Basin Wastewater Interception project will increase the coverage to approximately 95% and wastewater collection rate of over 90%. 44. The Subproject components related to Shuanglang Wastewater Treatment Plant has mostly completed its construction and commenced trial operation in January 2018, while the Subproject components related to Wase Wastewater Treatment Plan is expected to complete construction in January 2018 and commence trial and commercial operation in February 2018 and July 2018 respectively. It is estimated that there will be approximately 43 staff in total when in full operation. C. Subproject 2: Shangguan Area Lake Basin Wastewater Interception
45. The Subproject is located in the Shangguan town of Dali City, at the northern side of the Erhai Lake. 46. The service area of the Subproject includes the Pingba Area of Shangguan Township and Shangguan Village, serving an area of 5.58km2 and a population of 44,200. It is projected that the service area and population of Shangguan Subproject will reach 7.5km2 and 82,600 respectively in 2050. The components of the subproject area listed in Table III-3 and the location map of project components in the Shangguan area are shown in Figure III-6.
Table III-3 Components of Subproject 2
Location Component Description 1 Shangguan One sunken WWTP with a designed capacity of Wastewater 5,000 m3/d by 2020 and 15,000 m3/d by 2050. Treatment Plant Shangguan 2 Lake Basin 17.10 km of wastewater interception pipelines Area Wastewater along the north coast of Erhai Lake, connecting Interception Shangguan Village and Haichao River Village. Pipelines
15 Location Component Description 3 Riverside 26.93 km of wastewater interception pipelines Wastewater along the rivers in the Shangguan Subproject Interception Area. Pipelines 4 Influent Booster Two influent booster pumping stations (Xizha and Pumping Stations Miju) with a total designed capacity of 3,964 m3/d by 2020 and 9,313 m3/d by 2050 during dry season. The capacity during wet season is 1,418 m3/h (34,032 m3/d) by 2020. 5 Wastewater Sump Three wastewater sump tanks with two of them Tanks located at the Xizha and Miju influent booster pumping station, and one at the Shangguan WWTP. Their designed capacities are 1,200 m3/d, 1,000 m3/d and 2,500 m3/d respectively. 6 Effluent Discharge 5.04 km of effluent discharge pipelines Pipelines discharging treated wastewater to the existing constructed wetlands, the Jiangwei Wetland and Xiaojia Wetland.
Figure III-6 Location of Project Components in the Shangguan Area
Source: Preliminary Design Report of Shangguan Subproject, 2016
47. Shangguan WWTP implements the use of the Cyclic Activated Sludge Technology (CAST) wastewater treatment process. All sludge generated will be dewatered in its sludge dewatering room to moisture content not exceeding 80%. Shangguan WWTP is also equipped with an odour removal system that treats the extracted air from the screening area and sludge dewatering plant room before being discharged into the atmosphere. Odour is treated by the use of activated charcoal deodorization system. Both Xizha River and Miju River Influent Booster Pumping Station
16 are equipped with an odour removal system that treats the extracted air from the wastewater sump tank before being discharged into the atmosphere. Odour is removed by the use of activated carbon filters. 48. The Subproject is expected to complete construction in January 2018 and commence trial and commercial operation in February 2018 and July 2018 respectively. It is estimated that there will be approximately 38 staff in total when in full operation. D. Subproject 3: Xizhou Area Lake Basin Wastewater Interception
49. The Subproject is located in the Xizhou town of Dali City, at the north-western side of the Erhai Lake. 50. The service area of the Subproject is bounded by Taoyuan Village and Renhe Village on the north, Xizhou Township on the south, Erhai Lake on the east and Cangshan Village on the west, serving an area of approximately 9.94 km2 and a population of about 141,600. The components of the subproject are listed in Table III-4. The location map of project components in the Xizhou area are shown in Figure III-7.
Table III-4 Components of Subproject 3
Location Component Description 1 Xizhou Wastewater One sunken WWTP with a designed capacity of Treatment Plant 10,000 m3/d by 2020 and 25,000 m3/d by 2050. 2 Lake Basin 11.99km of wastewater interception pipelines Wastewater along the north-western coast of Erhai Lake, Interception Pipelines connecting Taoyuan Village and Jiangshang Village. 3 Riverside Wastewater 4.79km of wastewater interception pipelines Interception Pipelines along the rivers in the Xizhou area. 4 Influent Booster One influent booster pumping station (Renliyi) Xizhou Pumping Station with a designed capacity of 3,800 m3/d by 2020 Area and 7,600 m3/d by 2050 during dry season. The capacity during wet season is 1,230 m3/h (29,500 m3/d) in the short run. 5 Wastewater Sump Two wastewater sump tanks located at the Tanks Renliyi Influent Booster Pumping Station and Xizhou WWTP. Their designed capacities are 2,000 m3/d and 4,500 m3/d respectively. 6 Effluent Discharge 6.35 km of effluent discharge pipelines Pipelines discharging treated wastewater to the existing Zuoyi Reservoir for farmers’ irrigation use.
17 Figure III-7 Location of Project Components in the Xizhou Area
Source: Preliminary Design Report of Xizhou Subproject, 2016 51. This Subproject implements the use of the Cyclic Activated Sludge Technology (CAST) wastewater treatment process in Xizhou WWTP, and all sludge generated will be dewatered to moisture content not exceeding 80%. Xizhou WWTP is also equipped with an odour removal system that treats the extracted air from the primary treatment, secondary treatment and sludge dewatering areas before being discharged into the atmosphere. Odour is removed by the use of biological deodorization. The coverage of wastewater interception pipelines at the riverside and in the villages of Xizhou will reach over 90% with the implementation of this Subproject. 52. The Subproject is expected to complete construction in January 2018 and commence trial and commercial operation in February 2018 and July 2018 respectively. It is estimated that there will be approximately 31 staff in total when in full operation. E. Subproject 4: Yinqiao and Wanqiao Area Lake Basin Wastewater Interception
53. The Subproject is located in the Yinqiao and Wanqiao town of Dali City, at the western side of the Erhai Lake. 54. The service area of the Subproject is bounded by Heyi River in the north, Mei Reservoir in the south, Erhai Lake in the east and Cangshanjiao Village in the west, serving an area of 12.74km2 and a population of about 11,500. The components of the subproject are listed in Table III-5. The location map of project components in the Yinqiao and Wanqiao area are shown in Figure III-8. Table III-5 Components of Subproject 4
Location Component Description 1 Wanqiao Wastewater One sunken WWTP with a designed capacity of Treatment Plant 10,000 m3/d by 2020 and 20,000 m3/d by 2050. 2 Riverside 17.8km of wastewater interception pipelines Yinqiao/ Wastewater along the western coast of Erhai Lake, Wanqiao Interception connecting Heyi River and Mei Creek. Area Pipelines 3 Riverside 30.3 km of wastewater interception pipelines Wastewater along Yang, Jin, Lingquan, Baishi, Shuangyang,
18 Interception Yinxian and Mei Creeks in the Yinqiao and Pipelines Wanqiao Subproject Area. 4 Influent Booster Three influent booster pumping stations with a Pumping Stations designed capacity of 8,000 m3/d by 2020 and 16,000 m3/d by 2050 during dry season. The capacity during wet season is 2,480 m3/h (59,600 m3/d). 5 Wastewater Sump Four wastewater sump tanks where one of each Tanks being constructed at the three pumping stations and the WWTP. Their designed capacities are 1,200 m3/d (both Gusheng Village and Fumeiyi), 1,300 m3/d (Panxi Village), and 2,500 m3/d (WWTP). 6 Effluent Discharge 6.81km of effluent discharge pipelines for Pipelines discharging effluents of the Wanqiao WWTP.
Figure III-8 Location of Project Components in the Yinqiao/ Wanqiao Area
Source: Preliminary Design Report of Yinqiao/ Wanqiao Subproject, 2016 55. This Subproject implements the use of the Cyclic Activated Sludge Technology (CAST) wastewater treatment process for Wanqiao WWTP, and all sludge generated will be dewatered to moisture content not exceeding 60%. Wanqiao WWTP is also equipped with an odour removal system that treats the extracted air from the primary treatment, secondary treatment and sludge dewatering areas before being discharged into the atmosphere. Odour is removed by the use of biological deodorization. The coverage of wastewater interception pipelines at the riverside and in the villages of Yinqiao and Wanqiao will reach over 95% with the implementation of this Subproject. 56. The Subproject is expected to complete construction in April 2018 and commence trial and commercial operation in May 2018 and October 2018 respectively. It is estimated that there will be approximately 30 staff in total when in full operation.
19 F. Subproject 5: Dali Town Area Lake Basin Wastewater Interception
57. The Subproject is located in the Dali ancient town of Dali City, at the western side of the Erhai Lake. 58. The service area of the Subproject covers most of Dali ancient town planning area, serving an area of over 15km2 and a population of about 172,900. The components of the subproject are listed in Table III-6. The location map of project components in the Dali Town area are shown in Figure III-9. Table III-6 Components of Subproject 5
Location Component Description 1 Dali Town One sunken WWTP with a designed capacity of Wastewater 20,000 m3/d by 2020 and long term total capacity Treatment Plant of 40,000 m3/d by 2050. 2 Roadside 10.68km of wastewater interception pipelines Wastewater along the south-eastern coast of Erhai Lake, Interception starting from the southern bank of Mei Creek to Pipelines the southern bank of Mocan creek. 3 Riverside Wastewater interception pipelines of 21.76km at Wastewater villages of Dali Town area that have not installed Interception any wastewater interception pipelines. Pipelines 4 Effluent Discharge 5.94km of effluent discharge pipelines for Dali Town Pipelines discharging treated wastewater from WWTP to Area South Reservoir. 5 Wastewater Sump Two wastewater sump tanks where one of the Tanks tanks was constructed at the Caicun Influent Booster Pumping Station, while the other one was situated inside the Dali Town WWTP. Their designed capacities are 3,800 m3/d and 8,100 m3/d respectively. 6 WWTP Emergency Emergency discharge pipelines of 415m. Discharge Pipelines 7 Influent Booster One influent booster pumping station with a Pumping Station designed capacity of 1,311 m3/d by 2020 and 2,494 m3/d by 2030 during dry season; 383 m3/h (9,200 m3/d) during wet season.
20 Figure III-9 Location of Project Components in the Dali Town Area
Source: Preliminary Design Report of Dali Town Subproject, 2016 59. This Subproject implements the use of the Cyclic Activated Sludge Technology (CAST) wastewater treatment process for Dali Town WWTP, and all sludge generated will be dewatered to moisture content not exceeding 60%. Dali Town WWTP is also equipped with an odour removal system that treats the extracted air from the primary treatment, secondary treatment and sludge dewatering areas before being discharged into the atmosphere. Odour is removed by the use of biological deodorization. The coverage of wastewater interception pipelines in the region will reach over 95% with the implementation of this Subproject. 60. The Subproject is expected to complete construction in April 2018 and commence trial and commercial operation in May 2018 and October 2018 respectively. It is estimated that there will be approximately 39 staff in total when in full operation. G. Subproject 6: Xiaguan North Area Lake Basin Wastewater Interception
61. The Subproject is located in the Xiaguan North Town of Dali City, at the southern side of the Erhai Lake. 62. The service area of the Subproject is bounded by Yangnan River in the north and Mocan River in the south, serving an area of 11.9km2 and a population of about 140,400. The components of the subproject are listed in Table III-7. The location map of project components in the Xiaguan North area is shown in Figure III-10. Table III-7 Components of Subproject 6
Location Component Description Xiaguan 1 Roadside Wastewater 2.6km of wastewater interception channels North Area Interception Channels connecting the south side of Nanyang River and
21 the existing wastewater interception channel at northern Xingsheng Bridge. 2 Roadside Wastewater 5.9km of wastewater interception pipelines Interception Pipelines connecting the south side of Dali Town WWTP and the south side of Nanyang Reservoir. 3 Riverside Wastewater 5.7km of wastewater interception pipelines at Interception Pipelines the riverside of Xiaguan North area.
Figure III-10 Location of Project Components in the Xiaguan North Area
Source: Preliminary Design Report of Xiaguan North Subproject, 2016 63. The existing wastewater pipelines coverage in the villages of Xiaguan North area is approximately 80%. The implementation of the Dali Erhai Lake Basin Wastewater Interception project will increase the coverage to over 98% and wastewater treatment rate of over 88%. 64. The Subproject is expected to complete construction in April 2018 and commence trial and commercial operation in May 2018 and October 2018 respectively. It is estimated that there will be approximately 12 staff in total when in full operation. H. Project Schedule
65. The overall project schedule for the Dali Erhai Lake Basin Wastewater Interception Project is summarized in Table III-18. Table III-8 Overall Project Schedule
No. Subprojects Construction Construction Trial Commercial Commencement Completion Operation Operation 1 Wase and Shuanglang Shuanglang: 31 January January 2018 Area Lake Basin October 2015 1 July 2018 Wastewater Interception 2018 Wase: February 2018
22 No. Subprojects Construction Construction Trial Commercial Commencement Completion Operation Operation 2 Shangguan Area Lake 31 January Basin Wastewater October 2015 February 2018 1 July 2018 2018 Interception 3 Xizhou Area Lake Basin 31 January October 2015 February 2018 1 July 2018 Wastewater Interception 2018 4 Yinqiao and Wanqiao 31 March Area Lake Basin October 2015 February 2018 1 July 2018 2018 Wastewater Interception 5 Dali Town Area Lake 1 October Basin Wastewater October 2015 30 April 2018 May 2018 2018 Interception 6 Xiaguan North Area Lake 1 October Basin Wastewater October 2015 30 April 2018 May 2018 2018 Interception
I. Manpower Requirement
66. The Dali Erhai Lake Basin Wastewater Interception Project has employed a total of 1,719 workers during construction phase and is estimated to have 234 staff in total when in full operation. Details of the manpower for construction of each subproject are presented in Table VI-1, Section VI of this IESE. J. Implementation Arrangement
67. The main construction contractors for the Dali Erhai Lake Basin Wastewater Interception Project are listed in Table III-9 below. During the construction phase, CWE employs a third party contractor, Yunnan Xindi Construction Consultation Supervision Limited Company (雲 新迪 建 设咨詢有限 司), which is responsible for construction supervision, IEE/EMP implementation, and safety inspection. The third party contractor monitors the construction progress and ensures that the mitigation measures specified in the EIA reports are implemented. A monthly construction monitoring report is also prepared by the third party contractor to document the project’s status of compliance with relevant health and safety requirements and standards.
Table III-9 List of Main Construction Contractors for each Subproject
No. Subprojects Main Construction Contractors 1 Wase and Shuanglang Area Lake China Railway No. 5 Engineering Group Co., Ltd. Basin Wastewater Interception 中铁五局集团有限 司 2 Shangguan Area Lake Basin China Construction No. 5 Engineering Group Co., Ltd. Wastewater Interception 中建五局集团有限 司 3 Xizhou Area Lake Basin China Construction No. 4 Engineering Group Co., Ltd. Wastewater Interception 中建四局集团有限 司 4 Yinqiao and Wanqiao Area Lake Zhongnan Construction Group Co., Ltd. Basin Wastewater Interception 中南建设有限 司 5 Dali Town Area Lake Basin China Railway No. 8 Engineering Group Co., Ltd. Wastewater Interception 中铁 局集团有限 司 6 Xiaguan North Area Lake Basin Yunnan Chengtou Zhonghe Construction Co., Ltd. Wastewater Interception 云南城投众和建设集团有限 司
68. During the operation phase, CWE will conduct regular environmental monitoring. There will be continuous online monitoring and regular sampling of the treated wastewater to ensure the effluent complied with GB18918-2002 Class 1A discharge standard. Government’s representatives will also be given access to the effluent monitoring station for inspection. In addition, a third party contractor will be hired to conduct a quarterly environmental monitoring of air, odour and noise levels at the WWTPs.
23 69. Details of the environmental monitoring plan are presented in Attachment 1 of this IESE. In addition, regular trainings will also be provided to site staff to ensure compliance with the E&S safeguard requirements.
24 IV. ANALYSIS OF ALTERNATIVES
70. During project preparation, alternative designs for the wastewater treatment plant layout, treatment process, and construction methods for the interception pipelines were assessed in consideration of potential environmental and social impacts, as well as technical, economical, and energy efficiency. Each subproject had also carried out analysis of different locations for the wastewater treatment plants or routes for the interception channels. A. Design Options for Wastewater Treatment Plant Layout
71. Wastewater treatment plant typically can be categorized into two types: ground-based, sunken and underground. Ground-based plant is a common design for wastewater treatment plant, however, this type of plants often generate new point source pollutions, such as odour and noise during the wastewater treatment processes. With the increasing level of urbanization and demand of a better environment, sunken or underground plant designs are more suited with the surrounding environment by having an enclosed system to prevent the generation of secondary pollutants. Table IV-1 provides a comparison of different wastewater treatment plant layouts. Table IV-1 Comparison of Different Wastewater Treatment Plant Layouts
Parameter Ground-based Plant Sunken Plant Underground Plant Characteristics Most of the facilities are Most of the facilities are All of the facilities are built built above ground. built underground, but underground with about expose about 4-6m above 1m of soil cover above. ground-level, utilizing some upper space for operations. Structure Requirements for the The structural element in The structural element in wall reinforcement are contact with the soil is contact with the soil is much less than the subjected to earth subjected to earth other designs. pressure, but the resulting pressure, leading to a shear force and bending larger shear force and moment are less than the bending moment than the underground design. other designs. Either Thicker or reinforced walls increasing the wall are required. thickness or installing additional reinforcement is required. Upper Space The upper space is The upper space can be With a much greater space Utilization already utilized by the modified into a small available, the upper space wastewater treatment playground or planting can be modified into a plant. trees or other vegetation. recreation facility or landscape garden. Impact to Ground-based design As most of the facilities are As all of the facilities are Surroundings has greater odor and covered, odor and noise covered, odor and noise noise impacts to the impacts to the nearby impacts to the nearby nearby communities. communities are minimal. communities are minimal. Ventilation There is no special Other than mechanical Underground plant System ventilation ventilation, natural requires a much higher requirement. ventilation can also be standard for its ventilation used for sunken plant, system. A dedicated thus less requirements on ventilation room is the ventilation system than required. an underground plant. Fire Service Comply with the Comply with the general Underground plant has Requirements general fire service fire service requirements. more fire service requirements. requirement than the other designs. Specialized fire service installations are required.
25 Parameter Ground-based Plant Sunken Plant Underground Plant Construction As the construction Due to deep excavation, Require a much higher works are above the needs of safety during standards of safety in ground, much more construction is higher, and construction, as well as a convenient and safe thus a higher construction higher construction cost. than the other designs. cost. Landscape Moderate Good Good Effect
72. By comparing the different layout options, both sunken and underground plants have less impacts to the surrounding environment and better landscape effect. Even though there are more safety and fire service requirements for sunken plant comparing to ground-based plant, sunken plant has greater advantages as it integrates better with the surrounding environment and also has a smaller footprint. In addition, sunken plant utilizes the upper space more efficient than underground plant. As parts of the sunken plant is above ground, the plant is easily connected to the surrounding roads, personnel access and transportation are more efficient. Sunken plant can also utilizes natural ventilation in some area, and thus more energy-efficient than underground plant. 73. Other than the aforesaid benefits, sunken plant design is more in line with the future development of Dali City. Therefore, it is chosen as the wastewater treatment plant layout for this Project. B. Design Options for Wastewater Treatment Process
74. Different wastewater treatment processes are assessed for this Project, including the Oxidation Ditch Process, Modified Sequencing Batch Reactor (MSBR), and Cyclic Activated Sludge Treatment (CAST). Description of each process option is as follows: Oxidation Ditch Process: A modified activated sludge biological treatment process utilizes long solids retention times to remove biodegradable organics. Oxidation ditches are typically complete mix systems, with some modified into a plug flow design. Modified Sequencing Batch Reactor: MSBR is usually consists of an A2/O zone, sludge recycling process, and sequential batch rector. It has the advantages of both SBR and conventional activated sludge processes, allowing continuous operations while the biological nutrient removal is enhanced. It is ideal for large scale project (> 15,000 m3/day). Cyclic Activated Sludge Treatment: CAST reactor is composed of a biological selector and variable volume process reactor. The CAST process utilizes a repeated time-based sequence to accomplish biological treatment and solids-liquid separation in a single reactor basin. Furthermore, by operating at a repeated sequence of aeration and non-aeration, it provides aerobic, anoxic and anaerobic conditions, which favor nitrification, denitrification and biological phosphorus removal.
75. Comparison of the different wastewater treatment processes is shown in Table IV-2. Table IV-2 Comparison of Different Wastewater Treatment Processes
Assessment Modified Sequencing Cyclic Activated Sludge Oxidation Ditch Process Criteria Batch Reactor Treatment The oxidation ditch process The MSBR process has The repeated sequence of Nitrogen & is ideal for nitrogen good performance in the aeration and non-aeration Phosphorus removal, not so much for removal of nitrogen and creates ideal conditions for Removal phosphorus removal. phosphorus, removal of nitrogen & Performance phosphorus. Its long solid retention time The process is capable of The process has a relatively is capable to within a handling high peak of long solid retention time, and Flexibility when sudden surge of influent influent flow during storm thus capable of handling handling sudden quantity, but the system has events. sudden surge in influent surge in influent poor operation flexibility. quantity. Based on the influent quality and quality, the processing quantity sequence can also be adjusted to optimize performance. Operation The process operation and The MSBR process Flexible processes to adapt to Requirement control system are relatively utilizes weir gate to the changes in influent quality.
26 Assessment Modified Sequencing Cyclic Activated Sludge Oxidation Ditch Process Criteria Batch Reactor Treatment simple, and thus the achieve a more accurate However, CAST has a more professional requirements flow control. The MSBR complex control system and are not high. However, the process has a moderate large numbers of equipment, process has poor to high level professional thus requiring more adjustability. requirements for its experienced operators. process operation and control system. The biological process and The MSBR system has a The biological process and solids-liquid separation are small footprint, but high solids-liquid separation are separated, thereby number of equipment in integrated into one system, requiring a larger footprint. general, and therefore it thus CAST system has a small Project However, the overall has a relatively high footprint, but more complicated Investment number of equipment is less capital cost. system with large no. of than the other two treatment equipment, and thus the overall systems, and thus has a capital costs are high. lower capital cost. The oxidation process is Electricity consumption is Electricity consumption is low, energy-intensive, and thus low, and therefore and therefore relatively low Operating Costs contributing to high relatively low operating operating costs. operating costs. costs.
76. Even though the CAST system has a high capital costs, it has a high adaptability to handle peaks of influent quantity as well as different influent quality, and thus it is ideal for handling the large volume of stormwater-mixed sewage collected in Dali City during the wet season. In addition, treatment system with a smaller footprint is preferred as majority of the land around Erhai are farmlands, which requires a more complicated land acquisition process. Therefore, the CAST system is chosen over the other two treatment systems for this Project. C. Design Options for the Interception Pipeline Construction Method
77. The structural design for the interception pipeline is mainly based on the “Structural Design Code for Pipelines of Water Supply and Wastewater Engineering (GB50332-2002)”. Some of the common pipeline construction methods, including the trench method, pipe jacking method, and pipe pulling method, were analysed to determine a suitable construction method for the interception pipelines for this Project. 78. Description of each construction method, as well as their advantages and disadvantages are summarized in Table IV-3.
Table IV-3 Comparison of Different Interception Pipeline Construction Methods
Trench Method Pipe Jacking Method Pipe Pulling Method Open-cut trench excavation A trenchless construction Similar to the pipe jacking creates a trench for installing method involves installation method, pipe is installed underground infrastructure. After of prefabricated pipe through underground by pulling the installation, the excavated the ground by moving the without disturbing the Description area is backfilled with soil and pipe forward into the ground ground. It is suitable for restored with surface vegetation. by hydraulic jack. Meanwhile, installing pipe at a deeper excavation and spoil are level and also pipe with removed and transported diameter less than through the jacking pipe. 600mm. Less expensive than Only require to excavate Trenchless method trenchless methods trenches at the open and requiring less Short construction period exit pits, and thus less excavation works and Wide range of application excavation works and disruption to traffic Convenient construction minimal impact to the local Advantage traffic When the pipe is required to be installed at a deeper level, pipe jacking method is much more economical than trench method
27 Trench Method Pipe Jacking Method Pipe Pulling Method More excavation works are Construction cost is Not as commonly used required when compared to relatively high as the other trenchless methods Longer construction time construction methods Disadvantage May require remove of street and sidewalk pavement which increases expense of the repair
79. By comparing the advantages and disadvantages of each method, as well as the traffic conditions and geology of Dali City, the following constructions methods are proposed for this Project: Trench method will be used for installing pipe that is less than 3m underground; and Pipe jacking method will be used for installing pipe that has a dimeter greater than 800mm, as well as installing in areas that are not suitable to carry out open-cut trench excavation. D. Design Options for Subproject 1: Wase and Shuanglang Area Lake Basin Wastewater Interception
80. This subproject involves the construction of interception pipelines along Erhai in the Wase Area. Three options were analysed as shown in Table IV-4. Both Options 1 and 2 follow the same route. However, for Option 1, 500mm to 800mm diameter pipelines network will be installed by open-cut trench method, and an influent booster pumping station will be installed halfway of the pipeline. Meanwhile, Option 2 will use pipe jacking method to install 1000mm diameter pipelines underground, and thus pumping station will not be needed in this case. For Option 3, 500mm to 800mm diameter pipelines will be installed along the east of Wase Town and 300mm to 500mm diameter pipelines will be installed along Erhai, replacing the existing wastewater pipelines in the villages. The existing wastewater treatment stations along Erhai will also be modified into influent booster pumping stations to deliver the collected wastewater to the Wase WWTP. Comparison of the alternative routes are summarized in Table IV-4.
Figure IV-1 Alternative routes for the Wase Area Wastewater Interception System
Source: Preliminary Design Report of Wase and Shuanglang Subproject, 2016
28 Table IV-4 Comparison of the Alternative Routes for the Wase Area Wastewater Interception System
Parameter Option 1 Option 2 Option 3 Route Pipes to be installed along Pipes to be installed along Pipes to be installed along Erhai by open-cut trench Erhai by pipe jacking the east of Wase Town and method. One influent method. also Erhai. Four existing booster pumping station wastewater treatment will be installed. stations will be modified into influent booster pumping stations. Length of Pipelines 4,107 4,080 5,336 (m) Pipe Diameter (mm) 600 – 800 1000 300 – 800 Construction Pipelines to be installed Pipelines to be installed Pipes with smaller Difficulty around 6m underground. nearly 14m underground, diameter will be used along However, there are stone requiring high levels of Erhai and will be installed layers about 4-7m below engineering works and within 2m underground, the ground surface, which longer construction time. thus easier to construct will greatly affect the comparing to the other excavation works. options. Construction Costs 55,980 75,269 45,121 (thousands CNY)
81. Based on the geological survey conducted during project design phase, it is preferable to install smaller diameter pipe at a shallow depth. Even though the total length of pipelines to be constructed for Option 3 is much longer than the other options, the construction difficulty is less than the others. In addition, the existing wastewater treatment stations can also be utilized and modified into influent booster pumping stations for the interception system, thereby reducing the total construction costs. Therefore, Option 3 is chosen as the Wase Area Wastewater Interception System. 82. For the Shuanglang Area Wastewater Interception System, two alternatives were analysed. As shown in Table IV-5. Option 1 adopts a centralized approach, where four influent booster pumping stations will be constructed for delivering the wastewater to the Shuanglang WWTP. Meanwhile, Option 2 uses a decentralized approach, involving three new WWTPs and two new influent booster pumping stations for the Shuanglang District. Summary of the two design options are shown in Table IV-5.
Figure IV-2 Alternative routes for the Shuanglang Area Wastewater Interception System
Source: Preliminary Design Report of Wase and Shuanglang Subproject, 2016
29 Table IV-5 Comparison of the Alternative Routes for the Shuanglang Area Wastewater Interception System
Parameter Option 1 (Centralized Approach) Option 2 (Decentralized Approach) Description Shuanglang WWTP (10,000 m3/day) Shuanglang WWTP (6,000 m3/day) 4 nos. of influent booster pumping Zhangyu WWTP (1,800 m3/day) stations Qingshang WWTP (2,200 m3/day) 15km long interception pipeline 2 nos. of influent booster pumping stations 12km long interception pipeline Construction Costs 2,470,907 2,391,146 (thousands CNY) Operating Costs 255 365 (thousands CNY/year) Operations Centralized system requires less Requires more management staff as the management staff, and is also easier to facilities are separated, which is more monitor the effluent quality. difficult to monitor the effluent quality.
83. Even though the construction costs for Option 2 is less than that of Option 1, adopting the centralized system offers greater advantages in terms of management efficiency and operation expenses. Therefore, Option 1 is chosen as the Shuanglang Area Wastewater Interception System. E. Design Options for Subproject 2: Shangguan Area Lake Basin Wastewater Interception
84. For this subproject, two options were reviewed for the wastewater treatment plant location. The proposed locations are shown in Table IV-6. For Option 1, the new WWTP is to be located at the north side of Shangguan District beside the existing WWTP. For Option 2, the new WWTP will be located near the existing wetland and also closer to Erhai. Both options acquire about the same amount of land (~2,460ha), and also similar traffic conditions as there are already existing roads around the sites.
Figure IV-3 Alternative locations for the Shangguan Wastewater Treatment Plant
Source: Preliminary Design Report of Shangguan Subproject, 2016 85. Even though Option 2 is further away from residential area when comparing to Option 1, the area is planning to be developed into a farmland protection zone, and thus not in line with the City’s land-use planning. Option 2 is also much closer to Erhai, causing greater impacts to the lake basin during construction phase. As the sunken wastewater treatment plant design is adopted for this Project, it will help mitigating the environmental impacts to the surrounding communities during operation phase, and therefore Option 1 is chosen for this subproject.
30 F. Design Options for Subproject 3: Xizhou Area Lake Basin Wastewater Interception
86. For the Xizhou Area Lake Basin Wastewater Interception System, two possible locations for the new Xizhou WWTP are reviewed. As shown in Figure IV-4. Option 1 suggested constructing the new wastewater treatment plant at the north side of the existing Xizhou WWTP while Option 2 proposed to install the plant at the east of Chengbei Village. Summary of the comparison between the two options are shown in Table IV-6.
Figure IV-4 Alternative locations for the Xizhou Wastewater Treatment Plant
Source: Preliminary Design Report of Xizhou Subproject, 2016
Table IV-6 Comparison of the Alternative Locations for the Xizhou WWTP
Parameter Option 1 Option 2 Area (mu) 48.7 48.2 Greater impacts as it is closer to Less impacts comparing to Impacts to Surroundings the Chengbai Village Option 1 Cannot fulfill the 100m buffer About 160m 370m away from Buffer Zone Distance – zone distance the residential areas Can utilize the existing roads at Has to construct about 450m long Traffic Conditions the village road surface or pavement Influent Pipeline 1.1 km long 350 m long Construction Costs 47,785 39,602 (thousands CNY)
87. Both Options 1 and 2 have similar amount of land area. Even though Option 1 has a better integration with the existing WWTP and can also utilize the existing roads at Chengbei Village, it is too close to the sensitive receptors, thereby having greater environmental and social impacts to the nearby communities. Therefore, Option 2 is chosen as the location for the new Xizhou WWTP.
G. Design Options for Subproject 4: Yinqiao and Wanqiao Area Lake Basin Wastewater Interception
31 88. For this subproject, two options were reviewed for the wastewater treatment plant location. The proposed locations are shown in Figure IV-5. For Option 1, the new WWTP is to be located at the north side of Wanqiao Secondary School. For Option 2, the new WWTP will be located at the west side of Huanhaixi Road. Both options acquire about the same amount of land (~44mu). Additional road surface construction is not required for both options as Options 1 and 2 are beside mains roads such as Li Road and Huanhaixi Road respectively. However, Option 1 cannot fulfil the 100m buffer zone distance requirement as it is too close to Wanqiao Secondary School. Due to its location, an additional effluent booster pumping station is required for Option 1, which increase the overall operating costs. For Option 2, it is located about 290m to 490m away from the residential areas, thereby having considerably less impacts when compared to Option 1. Therefore, Option 2 is chosen as the location for the Wanqiao WWTP.
Figure IV-5 Alternative locations for the Wanqiao Wastewater Treatment Plant
Source: Preliminary Design Report of Yinqiao/ Wanqiao Subproject, 2016 H. Design Options for Subproject 5: Dali Town Area Lake Basin Wastewater Interception
89. For the Dali Town Area Wastewater Interception System, two options were analysed. As shown in Figure IV-6, the pipeline route for Option 1 goes along the west side of Cai Village, Wa Village, Longfeng Village and Xiaoyi Village while Option 2 passes through these villages along Erhai. In addition, based on the geological conditions, Option 2 requires two influent booster pumping stations while Option 1 only requires one. The advantages and disadvantages of the two alternatives are summarized in Table IV-7 below.
32 Figure IV-6 Alternative routes for the Dali Town Area Wastewater Interception System
Source: Preliminary Design Report of Dali Town Subproject, 2016
Table IV-7 Alternative Comparison of Dali Town Area Wastewater Interception System
Routes Advantages Disadvantages Option 1: Require less land acquisition Require addition wastewater Pipeline will be installed Smaller impacts on the interception system at Cai Village, along the west side of the surrounding villages Wa Village, Longfeng Village and villages, and will require one Caicun pumping station Xiaoyi Village influent booster pumping located at the outskirt of the Less service area coverage station village, thus less impacts to comparing to Option 2 the surrounding communities Option 2: Collect all the wastewater Due to its location, greater impacts Pipeline will be installed from Cai Village, Wa Village, to Erhai and the surrounding along the villages, closer to Longfeng Village and Xiaoyi villages Erhai, and will require two Village Require an additional influent influent booster pumping booster pumping station comparing stations to Option 1
90. Even though Option 2 has a higher service area coverage than Option 1, it causes greater disturbance to Erhai and the nearby villages during construction phase as the pipeline goes through the villages along Erhai. Therefore, Option 1 is chosen as the interception pipeline route for the Dali Town Area.
33 I. Design Options for Subproject 6: Xiaguan North Area Lake Basin Wastewater Interception
91. Various alternative design elements for the Xiaguan North Area Wastewater Interception System were reviewed, including the overall section plan and pipe material. With the development of Dali City, population and demand on wastewater infrastructures will increase considerably. These options are as follows. 92. Section plan alternatives. Section plan for the interception system can be circular or rectangular. Circular sections have a stronger structural integrity, and can be constructed quickly by pipe jacking method. Meanwhile, rectangular sections are required to be cast-in-place, but have a much better internal space utilization. Therefore, even though rectangular sections require a longer construction time as well as higher construction costs than circular section, the more space efficient rectangular sections would be adopted for this subproject.
93. Pipe materials. There are several commonly used drainage pipes such as reinforced concrete pipe (RCP), steel pipe, and steel-reinforced High Density Polyurethane (HDPE) pipe. Characteristics of each material are summarized in Table IV-8 below.
Table IV-8 Comparison of Different Pipe Materials
Reinforced Concrete Steel-reinforced HDPE Characteristics Steel Pipe Pipe Pipe Relatively long service Service Life Relatively long service life life; poor corrosion Long service life resistance Impermeability Relatively strong Strong Relatively strong Relatively weak, Corrosion Strong additional protective Strong Resistance coating is required Capable of handling high Capable of handling high external pressure; external pressure; Relatively high pressure Pressure Capacity suitable for installing at a suitable for installing at a capacity deeper level deeper level Spigot and socket butt ends to connect the pipes Connect by thermal or arc Pipe Connection Connect by welding together with gasket / welding rubber-ring joints Weight Relatively heavy Relatively heavy Relatively light Price, DN1000m 588 1,300 680 (CNY/m) Foundation High Low Low Requirement
94. Comparing with other municipal wastewater infrastructure projects in China, RCP and steel- reinforced HDPE pipe are commonly used. By considering the economic factors, transportation and handling requirements, steel-reinforced HDPE pipe is lighter and easier to transport than RCP, especially for large diameter pipe, which can effectively save the transportation and handling costs to compensate for the higher unit price. In addition, reinforced HDPE pipe has strong corrosion resistance and long service life; its smooth inner surface minimizes the change of fouling, and thus the maintenance requirement is low. Therefore, this subproject will adopt the steel-reinforced HDPE pipe.
34 V. DESCRIPTION OF ENVIRONMENT AND SOCIAL CONDITIONS
A. Environmental Setting
95. Hydrology and Water Resources. Erhai Lake (99°32’ to 100°27’E, 25°25’N to 26°10’N), the second largest fault lake in Yunnan province, China, is part of the Lancangjiang and Mekonghe River System. Erhai Lake is situated at 1,972 metres above sea level, covers a drainage area of approximately 2565 km2, and has a lake area of approximately 249.8 km2. With the multiple functions in regulating climate and providing water for industrial and agricultural use, Erhai Lake is the main water source for Dali City and the surrounding area. It is also known for its attractive scenery, and is often referred to as the “Pearl on the Plateau”. A topographic map of Erhai is shown in Figure V-1 below. Figure V-1 Topographic Map of Erhai Basin5
96. The water sources for Erhai Lake are mainly from precipitation and snowmelt. The lake also receives water from the Luoshi River, Miju River and Yongan River in the north, Yulong River and Boluo River in the east, and smaller streams from the Cang Mountain in the west. Xier River, to the south, is the lake’s outlet and eventually flows into the Mekong River. Erhai Lake has an average annual inflow and outflow of 825 million m3 and 863 million m3 respectively. 97. Erhai Lake plays a significant role in the local socio-development, including drinking water sources, irrigation, fisheries, and tourism. However, the lake has undergone a transformation from mesotrophic to eutrophic conditions due to the application of large amounts of artificial fertilizers and destruction of wetland vegetation to support the rapid agricultural development around the basin in the last few years. Rapid urbanization has also leads to water pollution and shortage of water resources in Dali City.
98. Project Area. Dali City is the county-level city of the Dali Bai Autonomous Prefecture in the north- western region of Yunnan Province. It is located approximately 250 km northwest of the provincial capital, Kunming. Surrounded by the Cang Mountain and Erhai Lake, Dali City is a famous
5 Wang S, Zhang L, Ni L, et al. (2015). Ecological degeneration of the Erhai Lake and prevention measures. Environmental Earth Sciences. 2015(74):3839-3847.
35 historical and cultural city. Working towards the goal of sustainable urban development and conservation of Erhai, the Project mainly involves the following administrative regions in Dali City: Wase District, Shuanglang District, Shangguan District, Xizhou District, Yinqiao District, Wanqiao District, Dali Town, and Xiaguan District. 99. Wase and Shuanglang Districts are located at the east side of Erhai, and are predominantly agricultural towns with some areas developing into popular tourist destinations. However, the lack of controls of the agricultural pollution sources, unstable performance of the existing wastewater treatment facilities, and insufficient wastewater collection system in the districts greatly affect the water quality of Erhai.
100. Shangguan District is located in the upper reaches of Erhai. As shown in Figure V-2, the Luoshi River, Xizha River, Miju River and Yongan River within the Shangguan District are the major water inlets for Erhai, and thus they are crucial to the water quality of Erhai. These rivers in the Shangguan District are also connected with the agricultural irrigation ditches in the area, which are used for channelling water to the farmlands during dry season. Due to the lack of interception channels along the rivers, stormwater runoff flows into the irrigation ditches during the rainy season, and eventually enters the rivers and Erhai, thereby affecting the water quality of Erhai and nearby rivers. Furthermore, in some villages, sewage is still discharged into the farmland through the village ditches, and pollutes the rivers in Shangguan District.
Figure V-2 Shangguan District and Nearby Waterbodies
Source: EIA Report of Shangguan Subproject, 2016 101. Xizhou District is located on a plateau with Erhai to the east and the Cang Mountain to the west. It is known for its high concentration of preserved and restored traditional Bai architecture and protected heritage sites. Even though the villages along Erhai in the Xizhou District are equipped with wastewater treatment facilities and the existing wastewater collection pipe network has covered most of the villages, the treatment capacities of these facilities are limited and severe
36 blockage issues are also noted in the wastewater collection pipes. During rainy season, the rainwater-mixed sewage is easily overflowed and discharges into Erhai, which causes significant pollution to the water quality of Erhai. 102. Yinqiao and Wanqiao Districts are located beside the Xizhou District as shown in Figure V-3 below. Similar to Xizhou District, the limited collection and treatment capacities of existing wastewater collection pipes and treatment facilities have caused water pollution in Erhai and nearby rivers. The existing collection pipe network in the villages of Yinqiao and Wanqiao Districts are also scattered around, and thus operation and management of the collection pipe network are inconvenient, which reduces the efficiencies of the wastewater collection system.
Figure V-3 Yinqiao & Wanqiao Districts and Nearby Waterbodies
Source: EIA Report of Yinqiao/Wanqiao Subproject, 2016 103. Dali Town, also commonly known as Dali Old Town, is located at the west bank of Erhai, and is also in between of Yinqiao District and Xiaguan District as shown in Figure V-4. Even though there are existing wastewater collection pipelines along Erhai as well as along the smaller streams coming from the Cang Mountain within the Dali Town, the collection pipe network is aging and does not have sufficient capacity to handle the large volume of rainwater-mixed sewage during wet season. In addition, without a proper wastewater collection and interception system, the high population density in Dali Town further increases the pollutant loads flowing into Erhai and nearby rivers.
37 Figure V-4 Dali Town and Nearby Waterbodies
Source: EIA Report of Dali Town Subproject, 2016 104. Xiaguan District, sometimes called Dali New Town, is located at the southern end of Erhai. Villages in Xiaguan District collect wastewater via the drainage ditches, which only have a limited service area coverage and collection capacity. Similar to the other districts discussed above, the existing wastewater collection system is incapable of handling the large volume of wastewater during the wet season. Furthermore, the existing wastewater treatment facilities in Xiaguan District can only treat less than half of the collected sewage, and therefore wastewater is discharged into Erhai and Xier River. B. Physical Environment of the Project Site
105. Surface water quality. Baseline water quality data for Erhai Lake Basin and the major rivers beside each subproject location were retrieved from the Monthly Erhai and Major Rivers Water Quality Reports, which are posted on the Dali EPB’s website. Erhai and each river are categorized according to the “Environmental Quality Standards for Surface Water [GB3838- 2002]”. The water quality data for 2014, 2015 and 2016 are summarized in Table V-1. 106. Locations of the subprojects and major rivers adjacent to Erhai are shown in Figure V-5. All monitoring locations for the rivers are at the inlet of Erhai. 107. Based on the results summarized in Table V-1, key findings of the water quality data include: In some occasions, particularly during the dry season, Erhai, Wanhua River, Mangyong River and Lingquan River are able to comply with the Class II requirements of GB3838-2002. However, Erhai and all of the major rivers fail to comply with Class II requirements for the majority of the time.
The non-conformities are caused by insufficient wastewater collection system and treatment facilities in Dali City. The existing wastewater pipe networks also handle both domestic sewage and stormwater. During the wet season, large volume of stormwater-mixed sewage overflows and the untreated wastewater discharges into Erhai and nearby rivers.
38 Major parameters exceeding the Class II requirements include COD, TN, TP, NH3-H and DO. In particular, Erhai and all of the major rivers exceed the required TN and TP levels. It is mainly due to the lack of controls of the agricultural pollution sources, leading to the release of chemical fertilizers to the waterbodies. The excessive richness of nutrients in the lake basin and adjacent rivers also accelerates the eutrophication of Erhai.
Table V-1 Baseline Surface Water Quality of Erhai Lake Basin and Major Rivers
Major Parameters Exceeding Water Quality Category No. Area Class II of GB3838-2002 2014 2015 2016 1 Erhai II ~ III II ~ III II ~ III COD, TN, TP, DO Wase Wastewater Treatment Plant & Shanglang Wastewater Treatment Plant 2 Fengwei River IV ~ V IV ~ V IV ~ V COD, TN, TP, DO Shangguan Wastewater Treatment Plant 3 Luoshi River III ~ V V V COD, TN, TP 4 Xizha River V V V TN, TP, DO 5 Miju River IV IV IV ~ V TN, TP 6 Yongan River > V > V IV ~ V TN, TP, DO Xizhou Wastewater Treatment Plant 7 Wanhua River III III ~ IV II ~ III TN, TP, fecal coliforms Wanqiao Wastewater Treatment Plant 8 Shangyang River V IV ~ V III ~ IV COD, TN, TP, DO 9 Mangyong River IV ~ V IV ~ V II ~ IV TN, TP 10 Jin River IV ~ V IV ~ V III ~ IV COD, TN, TP 11 Lingquan River III ~ V II ~ III II ~ III COD, TN, TP Dali Town Wastewater Treatment Plant 12 Heilong River > V > V > V COD, NH3-H, TN, TP, DO 13 Qingbi River > V > V > V COD, TN, TP, DO 14 Mocan River > V > V > V COD, NH3-H, TN, TP, DO
39 Figure V-5 Monitoring Points and Subproject Locations
Source: EIA Report of Wase/Shuanglang Subproject, 2016
40 108. Groundwater quality. In accordance with the project classification in Appendix A of Technical guidelines for environmental impact assessment – groundwater environment (HJ610-2016), all of the subprojects are classified as Class IV Project, in which environmental impact assessment of the groundwater environment is not required. Although baseline monitoring of the groundwater quality is not required, the Project follows Class II requirements of GB14848-93.
109. Air quality. The baseline air quality is based on the Yearly Dali Bai Autonomous Prefecture Environmental Bulletin, which is posted on the Dali EPB’s website. According to the 2014, 2015 and 2016 Dali Bai Autonomous Prefecture Environmental Bulletins, the annual average concentration of SO2, NO2, PM10, PM2.5 and O3 in Dali City all comply with Class II requirements of GB3095-2012, Ambient Air Quality Standards. In addition, there are no significant industrial developments or other emission sources within the project areas. 110. Noise. The 2015 and 2016 noise levels reported in the Dali Bai Autonomous Prefecture Environmental Bulletin are used as the baseline noise quality. The average noise level for Dali City in 2015 and 2016 were 52.6 dB(A) and 55.9 dB(A) respectively, which complied with the Class II requirements for GB3096-2008, Environmental Quality Standard for Noise. C. Ecological Resources
111. Habitats and vegetation. Located in the Yunnan Plateau, Dali Prefecture has a complex terrain and diversified climate, which provide a good environmental conditions for all kinds of plant growth, thereby contributing to the rich and diverse plant resources in the Prefecture. In general, Dali Prefecture has over 3,000 species (including variants) of vascular plants, which belonged to 926 families and 182 genera. As the Project is located within the urban areas of Dali, the project area is mainly consists of farmland, hay and willow trees according to the DEIAs, and no species of conservation significance or trees of high amenity value is recorded from the project area.
112. Terrestrial and aquatic wildlife. Terrestrial wildlife within the Project Area includes 14 species of amphibian, 15 species of reptiles, 18 species of mammals, and 131 species of birds. Among them, 9 species are second class national protected animals. The IUCN status of each protected animal species is presented in Attachment 4. 113. According to the EIA Report for the Project, Erhai provides a habitat for 34 species of fish, 22 species of mollusks, 2 species of arthropods, 108 species of zooplankton, and 9 species of zoobenthos. Among them, 5 species of fish are national and provincial level protected species, namely Schizothorax taliensis (Class II national protected), Cyprinus barbatus (provincial protected), Cyprinus daliensis (provincial protected), Cyprinus longipectoralis (provincial protected) and Cyprinus megalophthalmus (provincial protected). Further on-site inspection and scientific research indicate that the Project Area and its surrounding waterbodies (i.e. within 200m of the wastewater treatment plants, pump stations, interception channels, treated wastewater reservoirs, etc.) have 16 species of fish inhabited in these areas. These 16 species are not listed as national nor provincial level protected animal species. 114. Erhai used to have a healthy and balanced aquatic ecosystem with an oligotrophic type of algal community dominated by cryptophyta and diatom in the early 1990s. However, rapid urbanization and uncontrolled release of agricultural pollutants to the lake basin have changed the aquatic ecosystem to a eutrophic community dominated by cyanobacteria, causing destruction of the biodiversity at Erhai. D. Protected Areas and Physical Cultural Resources
115. As one of the most popular tourist destinations in Yunnan, Dali City is known for its natural scenery, historical and cultural heritage. There are five major historical and cultural sites protected at the national level in Dali City, including the Taihe City Ruins, Xizhou Bai Architecture, Kublai Khan’s Yunnan Monument, Fotu Pagoda, and the Three Pagodas of the Chongsheng Temple. Dali City also has 10 historical and cultural sites protected at the provincial level and 56 sites protected at the city level.
116. Cang Mountain Eco-Cultural Protection Area. Located at the west of Dali City, Cang Mountain stretches for over 50km and has 19 peaks, with the tallest being Malong at 4,122m and the other peaks are over 3,500m in elevation. As one of the National Protected Area in China, the mountain
41 range is noted for its rich and diverse flora. Figure V-6 below shows the location of Cang Mountain Protection Area in relation to each subproject location.
Figure V-6 Location of Cang Mountain Protection Area in Relation to the Project
Source: EIA Report of Wase and Shuanglang Subproject, 2016
42 E. Socio-Economic Conditions
117. Dali City, the capital of Dali Bai Autonomous Prefecture, is located in the north-western part of the Yunnan Province. The city has an area of 1,468 km2. It has a registered population of 0.67 million in 2016. The population of ethnic minority is 0.44 million accounting for 66% of the total population. 118. The entire Dali City consists of Innovation Industrial Zone and 11 townships. The townships are.Xiaguan, Dali, Fengyi, Xizhou, Haidong, Wase, Wanqiao, Yinqiao, Shuanglang, Shangguan and Taiyi. Table V-2 below shows a summary of the total land and demographic profile of Dali City.
Table V-2 Land and Population (2015) of Dali City
Population Township Area (km2) Total Rural Innovation Industrial Zone 116.1 48,306 21,950 Xiaguan 193 189,923 37,060 Dali 87 69,707 50,479 Fengyi 304 63,587 62,806 Xizhou 162 67,076 20,947 Haidong 128 25,679 17,802 Wase 112 22,921 21,403 Wanqiao 64 26,754 27,386 Yinqiao 70 31,968 14,266 Shuanglang 218 18,843 39,743 shangguan 129 43,797 9,199 Taiyi 106 9,177 2,737 Note Demographic data refer to registered population. Data Source: 2016 Dali City Statistical Yearbook
119. Economic Profile. In 2016, Dali has a GDP of CNY 35.507 billion (approximately US$5.64 billion), with an 8.5 percent increase from the previous year. The GDP composition ratio for the primary, secondary, and tertiary sectors were 7%, 45%, and 48% respectively. The GDP per capita in the same year was CNY 53,122, which is 5.82 percent higher than the previous year. Table V-3 summarizes the economic profile and performance from 2011 to 2016. Tourism is a key industry in Dali. Dali was one of the pioneering tourism destinations in China after the opening-up policy. Tourism development in the City started in the 1990s, which served as a tool to facilitate local development. Meanwhile, the other major industries in Dali City include mechanical manufacture, tobacco, food and beverage, and plateau characteristic agriculture.
Table V-3 Economic Performance in Dali City
Year GDP Primary Industry Secondary Industry Tertiary Industry GDP Per (CNY billion) (CNY billion) (CNY billion) (CNY billion) Capita (CNY) 2011 21.632 1.509 11.051 9.072 9,731 2012 25.517 1.946 12.83 10.741 14,060 2013 28.733 1.96 14.406 12.366 23,790 2014 31.665 2.119 15.256 14.29 47,688 2015 33.398 2.256 15.616 15.526 50,200 2016 35.507 2.485 15.978 17.043 53,122 Data Source: 2016 Dali City Statistical Yearbook and 2016 Dali City Statistical Communique for Economic and Social Development
120. Project Affected Townships and Villages. The Project directly affects 26 villages in 9 townships of Dali City, as presented in Table V-4.
43 Table V-4 Project Affected Townships and Villages
Number of Number of Affected Affected No Subproject Affected Affected Township Villages Township Villages . Dajianpang . Qinshan . Huoshan Wase and Shuanglang Area Shuanglang; . Haichaohe 1 Lake Basin Wastewater Wase; 3 . Shuanglang 9 Interception Haidong . Wase . Wenbi . Guangyi . Dacheng . Hewei Shangguan Area Lake Basin 2 Shangguan 1 . Daying 3 Wastewater Interception . Shaping Xizhou Area Lake Basin . Shacun 3 Xizhou 1 2 Waste Water Interception . Renliyi . Panxi Yinqiao and Wanqiao Area . Shilling Yinqiao; 4 Lake Basin Wastewater 2 . Yangbo 5 Wanqiao Interception . Xiangyangxi . Shuangyang . Dazhuang . Caicun Dali Town Area Lake Basin Xiaguan; 5 2 . Xiajiyi 5 Wastewater Interception Dali . Xiaocen . Dongmen Xiaguan North Area Lake . Daguanyi 6 Basin Wastewater Xiaguan 1 . Dazhuang 3 Interception . Erbin Total - 9 - 26 Data Source: social audit report
121. Land Use. By 2015, the total land area of Dali City is 181,500 ha. Cultivated land is 11,495 ha, accounting for 6% of the total land.
Table V-5 Land Distribution in Dali City
Cultivated land Cultivated land per capita Remark Township (ha) (ha) Innovation Industrial Zone 45 0.0140 Not affected Xiaguan 755 0.0596 Dali 1,597 0.3437 Fengyi 1,290 0.3043 Not affected Xizhou 1,762 0.3940 Haidong 738 0.4311 Wase 601 0.3933 Wanqiao 1,052 0.5898 Yinqiao 1,295 0.6076 Shuanglang 568 0.4522 shangguan 1,251 0.4285 Taiyi 378 0.6178 Not affected Total 11,495 0.5293 Data Source: 2016 Dali City Statistical Yearbook and 2016 Dali City Statistical Communique for Economic and Social Development
122. Livelihood and Income. The disposable income of urban and rural residents in 2016 is CNY 31,205 and 13,329, with a 8.8% and 9.7% respectively increase from the previous year, which is higher than the provincial level (CNY 28,611 and 9,020 for urban and rural residents respectively). The Engel's Coefficient is 17.53% for rural residents and 24.61% for urban residents.
44 Table V-6 Income Level of Dali City
Year Disposable income of Disposable income of Urban resident rural resident 2012 20,391 7,709 2013 23,531 9,058 2014 26,445 11,095 2015 28,693 12,150 2016 31,205 13,329 Data Source: 2016 Dali City Statistical Yearbook and 2016 Dali City Statistical Communique for Economic and Social Development
123. As presented in Table V-7, for rural residents in 2015, net income from operation is only 42.69 %, which includes the direct income from agricultural activities, small business and other income from operation, while the wage income account for 50.99%. Interviews with in the affected villagers verified that on average the agricultural income before land acquisition was less than 20% of the total income of the AHs. The young people prefer to go out to work in the coast provinces or Kunming City, and only the older people are farming on the land. Also, developed tourism industry in Dali generated a lot of opportunities.
Table V-7 Income Source of Residents in Dali City (2015)
No Item Rural Percentage Urban Percentage 1 Wage income 6,194.82 50.99% 20,772.26 72.39% 2 Net income from 5,187.31 42.69% 1,215.65 4.24% operation 3 Net property income 233.12 1.92% 2,192.34 7.64% 4 Transferred income 534.86 4.40% 4,512.82 15.73% Total 12,150.11 100.00% 28,693.07 100.00% Data Source: 2016 Dali City Statistical Yearbook
F. Existing and Predicted Climate Change
124. Existing Climate. With a mild subtropical highland climate, Dali has short, mild and dry winters and warm rainy summers. The average temperature ranges from 10.5°C in January to 21.7°C in July while the annual mean temperature is 17.0°C. Dali City has an annual rainfall of 1,025 mm, in which the wet season extends from May to October, and over 80% of the annual precipitation occurs during this time. The average monthly temperature and rainfall for Dali City are presented in Figure V-7.
Figure V-7 Mean Annual Rainfall and Temperature for Dali City (1991 – 2015)6
6 Climate Change Knowledge Portal, The World Bank Group
45 125. Observed Climate Change. Temperature in northwest Yunnan has increased by 1.6°C between 1995 and 2005, and is projected to further increase by 1-2.9°C in the first half of this century. As shown in Figure V-8 and Figure V-9, a tendency of climate warming was observed in Yunnan while other climate factors (i.e. average wind speed, total sunshine hours, and solar radiation) fluctuated over time without clear trends.
Figure V-8 Temperature and Precipitation Variation in Northwest Yunnan7
Figure V-9 Other Climate Factors Variation in Northwest Yunnan
126. For the past decade, Yunnan has experienced continuous and intensifying drought conditions. The moisture and precipitation deficiency in combination with increasing temperatures accounted for the drought condition. However, a number of studies have found that deficiencies during droughts were within the range of variations observed during historical climate drought events, and therefore the continuous droughts occurring in Yunnan could not be fully explained by climate reasons alone. G. Associated Infrastructure Projects and Facilities
127. Wastewater and solid waste management infrastructure servicing the project area that will interface with the Project are described in the following sections.
128. Wastewater Infrastructure. The Dali City Integrated Pipe Network Project was designed to construct a 4.2km long wastewater interception pipeline, collecting the domestic sewage and stormwater between Xingsheng Bridge and Tiansheng Bridge. With the construction works completed in the first half of 2017, the Integrated Pipe Network will be connected to the Xiaguan
7 Yang, H., Luo, P., Wang, J., Mou, C., Mo, L., et al. (2015). Ecosystem Evapotranspiration as a Resource to Climate and Vegetation Coverage Changes in Northwest Yunnan, China. PLoS One. 10(8):e0134795.
46 North Area Wastewater Interception Pipeline (Subproject 6) as shown in Figure V-10. The wastewater collected will then be treated at the existing Dali Diyi Wastewater Treatment Plant, and the treated wastewater will be discharged to Xier River.
Figure V-10 Dali Integrated Pipe Network Project and Xiaguan North Area Lake Basin Wastewater Interception Project
Source: EIA Report of Xiaguan North Subproject, 2016
129. Solid waste management. During operational phase, this Project is estimated to generate about 29 tonnes/day of sludge with 20% moisture content. Most of the sludge will be reused as activated sludge in the wastewater treatment process. The wastewater treatment plants are also equipped with a total of 64 tonnes of on-site storage capacity for dewatered sludge. The waste activated sludge and other solid waste (e.g. grits, sediments, general refuse) generated in this Project will be disposed of at the Dafengba Landfill. 130. The Dafengba Landfill has been built to dispose the domestic waste from Dali City. Located in the Xiaguan North Area of Dali City as shown in Figure V-11, the Dafengba Landfill began operation in 2003. It covers an area of 17.56 hectares with a total storage capacity of 5.2 million m3, and has a service duration of 23 years.
47 131. The current waste intake at Dafengba Landfill is approximately 300 tonnes/day. Based on the estimated waste generation rates in the DEIAs, the waste generated from this Project, including grit and sediments from wastewater treatment process and general refuse, are expected to be 23 tonnes/day, which contributes to about 7.6% increase of the daily waste disposal quantity at the landfill.
Figure V-11 Location of Dafengba Landfill
Source: tianditu.com
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VI. ANTICIPATED ENVIRONMENTAL AND SOCIAL IMPACTS AND MITIGATION MEASURES
A. Design and Planning Phase and Avoided Impacts
132. Integrated design and safeguard project planning approach was adopted to avoid potential environmental impacts. The following aspects were assessed during the design and planning phase.
133. Project Benefits. The Project will improve the quality of life in Dali and provide benefits to the existing and future populations as described below: (i) Water Quality Improvement: The construction and modification works of the Erhai Lake interception systems will reduce pollutant loads in stormwater runoff from the site; (ii) Enhanced Wastewater Management: New infrastructure will increase the wastewater treatment capacity and improve the wastewater collection system to avoid the release of untreated wastewater into the waterbodies; (iii) Enhanced hygiene and sanitation: Wastewater management facilities will enhance public hygiene and sanitation as well as reducing health and safety risks in the region.
134. Additional benefits will include provision of temporary employment for local workers during the construction phase. CWE encourages the civil works contractors to employ workers from the local community. During construction period, 1,719 job opportunities are generated and 42.93% are hired locally, while 16.17% are provide to women. In addition, permanent employment will be available during the operation phase. It is estimated that 234 new staff will be recruited, and 85% will be provided to local people.
Table VI-1 Job Opportunities During Construction Stage
No Project Total Jobs Local Female 1 Wase and Shuanglang Area Lake Basin Wastewater Interception 360 164 51 2 Shangguan Area Lake Basin Wastewater Interception 104 39 11 3 Xizhou Area Lake Basin Waste Water Interception 178 32 35 4 Yinqiao and Wanqiao Area Lake Basin Wastewater Interception 320 40 10 5 Dali Town Area Lake Basin Wastewater Interception 477 265 126 6 Xiaguan North Area Lake Basin Wastewater Interception 280 198 45 Total 1,719 738 278 Percentage 100 42.93 16.17 Source: CWE HR manager
135. Site selection. Prior to the construction of new facilities, community health and safety buffer zone was determined by following Technical methods for making local emission standards of air pollutants (GB/T 3840-91). The health protection distance was then used for the establishment of buffer zone for the Project site; 100m buffer zone distance is used for the Subproject WWTP. In addition, two potential options for the project site, including new treatment plant locations and pipeline routes, were analyzed to determine the optimal location for the project. In particular, parameters such as land availability, service area coverage, construction complexity, as well as potential environmental and social impacts to the local communities, were used for comparing the two options. Moreover, the following requirements are used for the selection of sites for wastewater treatment facilities: (i) The site should be located at a lower altitude, such that wastewater will flow into the facility by gravitational force, thereby reducing the amount of earthwork along the wastewater collection pipeline and minimizing the number of booster pumping stations required; (ii) The site should be located in the vicinity of waterbody, where the treated wastewater / tail water will be discharged to; (iii) The site should be located at the lower reaches of the town and residential areas (downstream of the dominant wind direction);
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(iv) Avoid locations that are vulnerable to flood and earthquake; (v) The site should acquire little or no account of farmland, and should be located in areas with better geological condition to reduce construction times and costs; and (vi) Site selection should be combined with the overall planning of the city, in particular the project site should also consider the possibility of expansion.
136. Further description of the assessment of site selection for each subproject are presented in Section VII of this IESE.
137. Land Acquisition and Economic Displacement. The site selection and design of the subproject has been optimized to minimize the LAR impacts. Completed land acquisition and resettlement were carried out by local government in conformity with government laws and regulations. The compensation for permanent land acquisition and house demolition was in compliance with the PRC’s Land Law, Implementation Regulations of Land Law, and applicable regulations of Yunnan Province and Dali City. 138. For land acquisition, cash compensation and pension insurance were provided to APs. A good practice of this Project is in order to provide more benefits to the APs, in addition to the compensation required by the provincial regulations, local government provided additional subsidy. For affected houses and other ground attachments, qualified agencies were engaged to conduct the appraisal firstly, then the final compensation were determined based on the consultation with the affected persons. 139. Many public participation activities were conducted to address the concerns of the affected households, such as the detailed measurement survey (DMS), the compensation rates, and disbursement of the compensation fees. Public hearing notices were sent to each affected village, and the officials of the village committee should sign to confirm that they have received the notice. After village meetings, all affected villages issued the confirmation letter that they did not request to organize the public hearing meeting.
140. Community Perception. Land acquisition during the planning phase and traffic impacts during the construction phase may cause a negative community perception. The Project maintains continuous dialogue with host communities. Complete appeal and grievance system was established to deal with the problems induced by land acquisition, so the APs could find relevant department for their appeal and grievance. The director of the subproject is responsible for addressing social and environmental concerns from community and other stakeholders. The nearby village leaders know the contact information of the director. The villagers can state his/her grievance and appeal to village leaders firstly or directly go to the company. 141. Indigenous Peoples. The population of ethnic minority is 0.44 million accounting for 66% of the total population. There are 24 ethnic minority groups in Dali. The main ethnic minority group is Bai, Yi and Hui. Specially, the ethnic Bai group account for the 60.4% of the total population. Although the Bai group has their own language, the Han language is also widely used since ancient times. They are living together with Han group and not distinct and vulnerable, social and cultural ethnic minority groups. They get married with Han and other groups. They are fully integrated with Han peoples. Thus, the Bai students cannot benefit from the favorable scoring policy in college entrance examinations. The ethnic minority people can benefit the same as Han people from environment improvement. ADB SPS SR 3 on Indigenous Peoples is not triggered. Among the 95 staff in CWE Dali Company, there are 44 ethnic minority Bai workers. B. Pre-Construction Phase
142. Prior to construction, it is suggested that the following measures shall be implemented: (i) Updating the ESMP. In the event of any changes in Project design, the ESMP will be updated as needed, including mitigation measures and monitoring. This will be the responsibilities by the Project Environmental and Social Manager / Management Team (PESM / PESMT). (ii) Training in environmental management. PESMT will provide training to its employees with respect to the environmental and social issues and impacts of their work activities,
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CWE’s Environmental and Social Management System (ESMS) and its policies, as well as measures stipulated in the ESMP. (iii) Grievance Redress Mechanism (GRM). The PESMT, in collaboration with the Operation and Production Department, Integrated Management Department and/or Human Resources Department of the Project company, will implement the Project GRM before the start of construction, to ensure that communities are well informed and have the opportunity to discuss any concerns (further to the public consultations described in Section VIII for this IESE). (iv) Contractor obligation. In their bids, contractors will respond to the environmental clauses for contractual terms and ESMP requirements.
143. Employment and Labour. CWE (here refers to the Dali Company) strictly follows the China Labour Law with particular attention paid to the well-being of all staff in China. The social benefits provided by CWE to staff members include pension insurance, medical insurance, maternity insurance, unemployment insurance, work injury insurance and a social housing fund.8 Regarding to the social housing fund, CWE pay 12% of the salary, which is the highest rate locally. By now, CWE reported that there is no non-compliance record for it on labour issue in the government. When the WWTPs commence operation, each plant will provide free dormitory and shuttle bus to the workers. 144. Maximum hours of work. Labourers shall work for no more than eight hours a day and no more than 44 hours a week on the average. Work arrangements are established which follow the China Labour Law. 145. Overtime. CWE pays labourers more wage remunerations than those for normal work according to the following standards in any one of the following cases: (i) Wage payments to laborers no less than 150 percent of their wages if the laborers are asked to work longer hours; (ii) Wage payments to laborers no less than 200 percent of their wages if no rest can be arranged afterwards for the laborers asked to work on days of rest; and (iii) Wage payments to laborers no less than 300 percent of their wages if the laborers are asked to work on legal holidays.
146. National identification cards are also required in all types of workers to ensure that the projects are not employing children during construction and operations phase. 147. The HR manager confirmed that the lowest wage (2,500 yuan/month) is higher than the minimum wage level of 1,400 yuan/month issued by the Dali Labour and Social Security Bureau. Also, free accommodation is provided. 148. According to Article 68 of Labor Law, the employer shall establish a system for professional training, extract and use funds for professional training according to State regulations, and provide laborers with professional training in a planned way and according to its specific conditions. Laborers to be engaged in technical work shall receive training before taking up their posts. CWE has updated the Employee Manual in February 2016 which clearly documented guidelines, procedures and standards for labour management, covering the following aspects: (i) trainee management; (ii) labour contract management; (iii) recruitment management; (iv) benefits management; (v) vacation management; (vi) remuneration management; (vii) regular training management; (viii) training for the new staff and (ix) office management. Every new staff will be given a job training and orientation by their immediate supervisor, including relevant laws, regulations and national standards, corporate culture, special seminars on energy saving and resource reduction, annual work plan arrangement, goal responsibility pledge and its evaluation, etc. Further training would also be given in the form of group discussion and learning activities. Each subproject company needs to prepare the annual training plan, which always covers the operation, environment protection, and occupational health. The director of the Operation
8 Urban residents must pay a portion of their income into Public Housing Fund to be eligible for low-interest loans, while their employers also contribute. Housing provident fund shall be used by workers and staffs for buying, building, overhauling and repairing houses for self-living and shall not be misused by any unit or individuals for other purposes.
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Department confirmed that 3 times of training for the new staff had been organized in CWE Dali company. 149. GRM for labour issues. When the employee has complaints on labour issues, he/she can contact the HR manager at the plant firstly. If the employee is not satisfied with the decision made at the plant level, he/she can appeal to the human resource department of the regional company. If the employee is not satisfied with the decision made at the regional company level, he/she can appeal to the human resource department of the Group. If the grievance cannot be settled within the group, the employee can appeal to the local Labour Bureau to get a final judgment. The HR manager confirmed that there’s no labour dispute by now.
150. Contractors. They must be able to provide proper skill set in order to have their operation and service license. Contractors are required to deposit guarantee fee (2% of the contract amount) in the special bank account of local labour bureau. CWE will also closely monitor their performance and deliverables. CWE encourages the civil works contractors to hire workers from the local community, and would select contractors who have good track records of compliance with the national labour laws (minimum wages, hours worked, benefits, prohibition of child labour and forced labour, etc.). The manager at the site will help and cooperate with inspectors from government bodies to conduct all survey, inspections and monitoring. When CWE receives the complaints from the workers at the site, it will be transferred to the contractor, and CWE will monitor the progress to addressing the complaint by interviewing or calling the worker. 151. The contractors always have the workers camps management rules. The manager of CWE at the site will help and cooperate with inspectors from government bodies to conduct all survey, inspections and monitoring on the following issues: (i) Compliance with the Fire Control Law, such as the gas and electricity should be used safely; (ii) Compliance with the Environment Protection Law, such as the solid waste and waste water should be collected and treated; and (iii) Compliance with the Labor Law, such as separate toilet and bathroom should be set for female workers.
Figure VI-1 Rest Area for Workers at Construction Site
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Figure VI-2 Separate toilet and bathroom for female workers
C. Construction Phase
1. Sensitive Receptors and Project Area of Influence
152. Sensitive receptors for the construction and operation phases of the Project were identified through field survey and satellite map. The planned Project works will be carried out in Dali City, specifically in the following districts and areas: Wase, Shuanglang, Shangguan, Xizhou, Yinqiao, Wanqiao, Dali Town and Xiaguan North. Table VI-2 below outlines the potential environmental impacts to the identified sensitive receptors within the Project area. Despite the wide range of activities to be conducted in the Project, construction works for most of the subprojects involve similar concerns for earthworks, water quality impacts, air quality impacts, noise control, ecological impacts, and community and occupational health and safety. The following sub- sections further describes the aforesaid concerns as well as the mitigation measures for each impact.
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Table VI-2 Sensitive Receptors and Project Area of Influence
Indicator Affected Area Distance and Location Potential Impact Construction Phase Air quality Wase and Changyu Village 500m from Wase and Shuanglang Construction of Wase and noise Shuanglang Subproject’s booster pumping stations and Shuanglang’s Area Wenbi Village 460m from Wase and Shuanglang booster pumping Subproject’s booster pumping stations stations
Kanglang Village 500m north of Shuanglang WWTP Construction of Shuanglang 85m south of Shuanglang WWTP Shuanglang WWTP Town Wase Town 100m east of Wase WWTP Construction of Wase WWTP Shangguan Shangguan, 30m west of Shangguan Subproject’s Construction of Area Baima Village wastewater interception pipelines Shangguan’s Xiaopai, Hewei 30m north of Shangguan Subproject’s wastewater interception Village wastewater interception pipelines pipelines Shapin, Xijiawei 50m west of Shangguan Subproject’s Village wastewater interception pipelines Daying Village 150m south of Shangguan Construction of Subproject’s booster pumping stations Shangguan’s booster pumping stations Chengbei Village 300m north of Shangguan WWTP Construction of Shachong Village 300m east of Shangguan WWTP Shangguan WWTP Xizhou Area Taoyuan Village 30m north of Xizhou Subproject’s Construction of Xizhou’s wastewater interception pipelines wastewater interception Zhoucheng 50m west of Xizhou Subproject’s pipelines Village wastewater interception pipelines Shenjiang Village 50m east of Xizhou Subproject’s wastewater interception pipelines Renliyi Village 150m north of Xizhou Subproject’s Construction of Xizhou’s booster pumping station booster pumping station Xingshengyi 150m south of Xizhou Subproject’s Village booster pumping station Chengbei Village 300m west of Xizhou WWTP Construction of Xizhou’s Shachong Village 500m north of Xizhou WWTP WWTP Yinqiao and Heyijiang Village 20m west of Yinqiao and Wanqiao Construction of Yinqiao Wanqiao Subproject’s wastewater interception and Wanqiao’s Area pipelines wastewater interception Xindeng, Hele 50m west of Yinqiao and Wanqiao pipelines Village Subproject’s wastewater interception pipelines Luoshideng 30m east of Yinqiao and Wanqiao Village Subproject’s wastewater interception pipelines Jiangxinzhuang 20m north of Yinqiao and Wanqiao Village Subproject’s wastewater interception pipelines Xiaoningyi 350m north of Yinqiao and Wanqiao Construction of Yinqiao Village WWTP and Wanqiao’s WWTP Zhonzhuang, 100m west of Yinqiao and Wanqiao’s Construction of Yinqiao Nanzhuang effluent discharge pipelines and Wanqiao’s effluent Village discharge pipelines Dali Town Xiajiyi, Shangjiyi 150m west of Dali Town Subproject’s Construction of Dali Area Village wastewater interception pipelines Town Subproject’s Xiaoyizhuang 130m east of Dali Town Subproject’s wastewater interception Village wastewater interception pipelines pipelines Cai, Wa Village 40m east of Dali Town Subproject’s Construction of Dali booster pumping station Town’s booster pumping station Dazhuang 200m north of Dali Town’s WWTP Construction of Dali’s Village WWTP Xiamo North 200m south of Dali Town’s WWTP Village
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Indicator Affected Area Distance and Location Potential Impact Xiaguan Xiamo North, 8m east of Xiaguan North Subproject’s Construction of Xiaguan North Area Xiamo South, wastewater interception pipelines North’s wastewater Xiaoguanyi interception pipelines Village Chongyi Village 211m west of Xiaguan North Subproject’s wastewater interception pipelines Surface All Project Erhai Lake 5-60m from all Subproject Sites Construction of all Water Sites Subprojects Wase and Luoshi River, Waterbody nearby the wastewater Construction of Wase Shuanglang Xizha River, Miji interception pipelines and Shuanglang’s Area River, Yongan wastewater interception River pipelines Xizhou Area Wanhua River Waterbody nearby the wastewater Construction of Xizhou’s interception pipelines wastewater interception pipelines Yinqiao and Shangyang Waterbody nearby the wastewater Construction of Yinqiao Wanqiao River, Mangyong interception pipelines and Wanqiao’s Area River, Jin River, wastewater interception Lingquan River pipelines
Dali Town Heilong River, Waterbody nearby the wastewater Construction of Dali Area Qingbi River, interception pipelines Town’s wastewater Mocan River interception pipelines
Ecology Xiaguan Dali Cangshan 20.9m east of Xiaguan North Construction of Xiaguan North Area National Subproject’s wastewater interception North’s wastewater Geological Park pipelines interception pipelines Community All Project Sites Communities nearby the WWTPs, Construction of WWTPs, pumping stations and pipelines pumping station, and interception pipelines Operation Phase Surface All Project Erhai Lake Waterbody nearby the wastewater Leaks or improper water Sites treatment plants discharge of wastewater during WWTP operation, and broken pipeline Wase and Luoshi River, Waterbody nearby the wastewater Leaks or improper Shuanglang Xizha River, Miji treatment plants discharge of wastewater Area River, Yongan during WWTP operation, River and broken pipeline Xizhou Area Wanhua River Waterbody nearby the wastewater Leaks or improper treatment plants discharge of wastewater during WWTP operation, and broken pipeline Yinqiao and Shangyang Waterbody nearby the wastewater Leaks or improper Wanqiao River, Mangyong treatment plants discharge of wastewater Area River, Jin River, during WWTP operation, Lingquan River and broken pipeline Dali Town Heilong River, Waterbody nearby the wastewater Leaks or improper Area Qingbi River, treatment plants discharge of wastewater Mocan River during WWTP operation, and broken pipeline Xiaguan Xier River Waterbody nearby the wastewater Broken pipeline North Area interception pipeline Ground- All Project Sites Groundwater sources within the Broken pipeline water Project Sites and along the interception pipelines Soil All Project Sites Within the Project Sites and along the Broken pipeline interception pipelines Ecology Xiaguan Dali Cangshan 20.9m east of Xiaguan North Broken pipeline North Area National Subproject’s wastewater interception Geological Park pipelines
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2. Soil and Earthworks
153. Excavation works and backfill volumes for each subproject were estimated in the DEIA. All soil required for the Project will re-use the excavated soil stored within the construction sites. Table VI-3 below summarizes the estimated quantity of soil excavation, reuse and disposal for projects involving earthworks. All unused stockpiled materials will be properly disposed of at landfill sites.
Table VI-3 Summary of Soil Excavation, Reuse and Disposal
Volume (m3) Project Components Excavation Backfill Import Disposal Wase and Shuanglang Area Lake Basin Wastewater 143,000 42,000 - 101,000 Interception Shangguan Area Lake Basin Wastewater Interception 130,000 20,000 - 110,000 Xizhou Area Lake Basin Waste Water Interception 140,000 20,000 - 120,000 Yinqiao and Wanqiao Area Lake Basin Wastewater 130,000 19,000 - 111,000 Interception Dali Town Area Lake Basin Wastewater Interception 170,000 11,000 - 159,000
154. Potential soil erosion could occur during construction of the sewage interceptor system, treatment facilities and ancillary system, and any instances involved removal of vegetation and soil. To prevent soil erosion, CWE will implement the following mitigation measures: (i) Identify exact locations for temporary stockpile sites for soil and sediment before any construction; (ii) Strip and stockpile topsoil prior to any construction works, and subsequently the stockpiled topsoil will be used for reinstatement of the vegetative cover after completion of the construction works; (iii) Construct berms and drainage channels around the stockpile sites to capture soil runoff; (iv) Stabilize all cut slopes, embankments, and other erosion-prone working areas; and (v) Properly slope or restore disturbed surfaces (e.g. pipeline trenches and cut banks).
155. All disturbed areas will be restored after completion of construction works and the affected habitats will also be compensated as far as possible. 3. Water Quality
156. Construction activities may cause short-term and localized impacts to water quality of the nearby waterbody due to runoff from construction site, release of construction process water, lubricant, oil and/or wastewater from construction activities if not managed properly, and sedimentation due to lake dredging. The mitigation measures for each impacts are addressed as follows.
157. Pipeline trenching. The excavated soil, placed along the trenches may get disturbed due to windblown, rainwash and the movement of workers, vehicles and pedestrians, and may lead to short-term increase of sediment runoff into nearby water bodies and affect water quality. To avoid potential water quality impacts from pipeline trenching, the following measures shall be implemented:
(i) The dredged sediment shall be delivered to a temporary stockpile area for dewatering, and shall subsequently be disposed of at designated landfill sites;
(ii) Sediment fences shall be installed where appropriate to minimize sediment runoff;
(iii) Temporary soil stockpiles shall be covered;
(iv) Active excavation areas shall be minimized during pipe laying;
(v) Open trenches shall be closed immediately after pipe laying; and
(vi) Re-compacted pipeline trenches shall be re-vegetated to minimize erosion.
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158. Runoff from construction site. Surface runoff, groundwater seepage and construction wastewater collected at the construction sites will be treated via sedimentation before being reused for construction, while sewage from construction workers will be collected at the pit latrines before being provided to local farmers as fertilizer if necessary. To avoid potential water quality impacts from site runoff, the following measures will be implemented: (i) Grit removal facilities (e.g. sand traps, silt traps, and sediment basins) will be installed to collect sand/sediment runoff from construction sites; (ii) Channel, earth bund or sand bag barriers will be provided to direct stormwater to grit removal facilities; (iii) Construction waste and municipal solid waste generated by onsite workers will be removed from the construction site regularly to prevent waste accumulation and chance of wash-off; and (iv) Exposed soil area and open stockpiles will be covered by tarpaulin during rainstorm.
159. Improper release of fuel, lubricants, solvents and/or wastewater. Wastewater will be produced from the mixing and curing of concrete, maintenance and cleaning of equipment and vehicles, dust suppression activities, discharge of domestic wastewater from construction sites, and used fuel, lubricants, solvents, etc. for construction activities that are stored on-site. The following measures will be implemented to control these potential issues: (i) All wastewater generated from the construction site will undergo treatment at the grit removal facilities for pH adjustment and removal of suspended solids; (ii) The treated wastewater will be reused for construction activities or discharged to public sewer interceptor if the wastewater discharged is in line with Class III requirement of national standards GB8978-1996; (iii) Construction site will not be set up within the Class II Water Source Protection Area to protect the drinking water quality; (iv) Chemicals and solvents used for construction activities will be stored in designated containers at designated safe location; and (v) Dry toilets will be provided for construction workers. Septic tanks will be used to collect and treat the domestic wastewater generated onsite, and will subsequently be discharged to the public sewer interceptor.
4. Air Quality
160. Potential air quality impacts during construction of the subprojects include: (i) Dust generated from excavation and material handling, construction of superstructure, installation of wastewater pipeline, booster pumping stations and treatment facilities; (ii) Pollutants from the exhaust of vehicles and powered mechanical equipment (PME), which include carbon monoxide and nitrogen oxides; and (iii) Odor nuisance from sludge drying sites during lake dredging works.
161. As shown in Table VI-4, the DEIA for each subproject predicted that area within 150m of the construction sites would be affected by dust pollution with a daily average total suspended particles (TSP) concentration exceeding the 0.3mg/m3 requirement for Class II Standard of the ‘Ambient Air Quality Standard’ (GB3095-2012).
Table VI-4 Predicted TSP Concentrations at the Construction Site
Downward wind distance from pollution source (m) Predicted Level 1 25 50 80 150 TSP, daily average (mg/m3) 3.744 1.630 0.785 0.496 0.246
162. Air pollutants generated from the construction and transportation vehicles (e.g. trucks, excavators, forklifts, bulldozers, etc.) were also predicted as shown in Table VI-5 below.
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Table VI-5 Predicted Air Pollutant Concentrations Generated from Construction Vehicles
Air Pollutants Hydrocarbons Particulate Matter Carbon Monoxide Nitrogen Oxides Gasoline Vehicle (g/km) 1.23 0.56 5.94 5.26 Diesel Vehicle (g/hr) 77.8 61.8 161 452
163. Air emission on site during construction stage will need to comply with Class II standards of GB3095-2012 and the emission levels stated in Table 2 of “Integrated Emission Standards of Air Pollutants” (GB16297-1996). To minimize the air pollution impacts on construction sites, the following mitigation measures will be adopted: (i) Spray water on construction site and roads especially where sites are located within 200m of residential areas; (ii) Provision of dust removal equipment and screen shed around construction sites; (iii) Side enclosure and covering of any aggregate or dusty material storage piles by tarpaulin to reduce emissions due to wind erosion, and regular removal of stockpiled materials for proper disposal; (iv) Construction activities likely to generate dust will be suspended during strong windy days; (v) Use of certified PME that satisfied the Class II Standard; (vi) Control dust emission generated from vehicles by: Set up vehicle wheel and body washing facilities at the entrance and exit points of the construction site; Trucks transporting excavated soil and rock will not be overloaded to minimize dust emission and avoid rocks dropping out onto open roads; Tarpaulin covering of all dusty vehicle loads transported to, from and between site locations; Imposition of speed controls for vehicles driving onsite and when passing the nearby sensitive receptors; (vii) Planning of transport routes and time to avoid busy traffic and densely populated areas when transporting dusty materials; and (viii) Cleanup of all muddy and dusty materials on public roads outside the exits of the work areas.
5. Noise
164. The use of powered mechanical equipment (PME) and vehicle movements during construction and transportation activities are the potential sources of noise impact during construction phase. In accordance with the Emission Standard of Environment Noise for Boundary of Construction Site (GB 12523-2011), the acceptable noise levels at the boundary of construction site are 70 dB(A) during daytime and 55 dB(A) during night-time. To predict the noise impact from the PME, the following formula is used for determining the sound levels at different distance from the point source as recommended in the Technical Guidelines for Noise Impact Assessment (HJ 2.4- 2009):