World Bank Document · Chongqing Urban Environment Project (CUEP 1) to the Chongqing Municipal...

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E289 Volume 3 PEOPLE'S REPUBLIC OF CHINA CHONGQING MUNICIPAL GOVERNMENT I HE WORLD BANK CHONGQING URBAN ENVIRONMENT PROJECT NEW COMPONENTS DESIGN REVIEW AND ADVISORY SERVICES ENVIRONMENTAL ASSESSMENT VOLUME 1: WASTEWATER CONS L !DATEDEA AUGUST 2004 No. 23500321.R3.1 TT IN COLLABORATION 0 IN WITH ( SOGREAH Public Disclosure Authorized Public Disclosure Authorized Public Disclosure Authorized Public Disclosure Authorized Public Disclosure Authorized Public Disclosure Authorized Public Disclosure Authorized Public Disclosure Authorized

Transcript of World Bank Document · Chongqing Urban Environment Project (CUEP 1) to the Chongqing Municipal...

Page 1: World Bank Document · Chongqing Urban Environment Project (CUEP 1) to the Chongqing Municipal Management Office of the World Bank's capital utilization. This document has been prepared

E289Volume 3

PEOPLE'S REPUBLIC OF CHINA

CHONGQING MUNICIPAL GOVERNMENTI HE WORLD BANK

CHONGQING URBAN ENVIRONMENT PROJECT

NEW COMPONENTS

DESIGN REVIEW AND ADVISORY SERVICES

ENVIRONMENTAL ASSESSMENT

VOLUME 1: WASTE WATER CONS L !DATEDEA

AUGUST 2004

No. 23500321.R3.1

TT

IN COLLABORATION0 IN WITH ( SOGREAH

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PEOPLE'S REPUBLIC OF CHINA

CHONGQING MUNICIPAL

MANAGEMENT OFFICE OF THE

ROGREAH WORLD BANK'S CAPITAL__ __ __ __ __ ___-_ CONS U L \N 1 C 0 N 5 U L I A N I S UTILIZATION

CHONGQING URBAN ENVIRONMENT PROJECT

NEW COMPONENTS

CONSOLIDATED EA FOR WASTEWATER COMPONENTS

IDENTIFICATION N°: 23500321.R3.1

DATE: AUGUST 2004

This document has been produced by SOGREAH Consultants as part of the World Bank financed

Chongqing Urban Environment Project (CUEP 1) to the Chongqing Municipal Management Office

of the World Bank's capital utilization.

This document has been prepared by the project team under the supervision of the Project Director

foilowing Quality Assurance Procedures of SOGREAH in compliance with IS09001.

APPROVED BY

INDEY PURPOSE OF MODIFICATION DATE AUTHCP CHECKED Y (PROJECTDIRECTOR)

B Second Issue 12/08/04 CISDI / GDM GDMBYN

Chongqing Project Management zli()cqdoc:P=v.cn1 Office iiahui(cta.co.cn

cmgpmo(dcta.cg.cn

2 The World Bank tzearlev(.worldbank.org

3 SOGREAH (SOGREAH France, alain.gueguen(.soqreah.fr,SOGREAH China) qmoysc!soQreah.com.cn

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CHONGQING MUNICIPALITY - THE WORLD BANKCHONGQING URBAN ENVIRONMENT PROJECT - NEW COMPONENTS

CONSOLIDATED EA FOR WASTEWATER COMPONENTS

CONTENTS

INTRODUCTION ............. .. I1.1. GENERAL BACKGROUND OF THE PRESENT PROJECT .................................... 11.2. GENERAL BACKGROUND FOR EA . . 4

1.2.1. CLASSIFICATION OF EA. 41.2.2. PRINCIPLES & METHODOLOGY FOLLOWED. 41.2.3. COVERAGE OF EA .4

1.3. LAYOUT OF EA REPORT. 5

2. INSTITUTIONALFRAC,)=.,,R'. FOREiA .62.1 Z. -Il.S'F.r_8N.1E zTAL INSTITUTIONS AND LESC. 6

2.1.1. NATIONAL LEVEL: E?C AND SEPA .2.1.1.1. ENVIRONMENTAL PROTECTION COMMISSION (EPC) ...................................................2.1.1.2. STATE ENVIRONMENTAL zrC iE thC'- ADMINISTRATION (SEPA) .O

2.11.2. ..J'I. . .L 'i. ..2.2. APPLICABLE LAWS & SC ILATIONS. ........................................... I.72.3. fYD;W ., BANK SAFEGUARS .92.4. _!I. IRON .1E7JT A L QUALITY STANDARDS ....................... . . 92.5. DETERMINATION OF ENVIRONMENTAL FUNCTiON ZONING .102.6. CATEGORIES. SCOPE OF ASSESSMENT. ASSESSING STAGE OR TIME PERIOD . 10

3. ENVIRONMENTAL SITUATION AND DEVELOPMENT STRATEGY .123.1. PRESENT ENVIRONMENTAL SITUATION IN CHONGQING .12

3.11. PRESENT SITUATION OF WASTEWATER SECTOR .123.'.2. PRESENT SITUATION OF SOLID WASTE COLLECTION AND TREATMENT .133.1.3. PRESENT SITUATION FOR OTHER E. N I,R1ON.1INTAL INFRASTRUCTURES.... 13

3.2. OVERALL DEVELOPMENT PROGRAM OF URBAN ENVIRONMENTAL INFRASTRUCTURE143.2.1. OVERALL DEVELOPMENT FRAMEWORK .143.2.2. SECTOR ARRANGEMENTS FOR THE DEVELOPMENT PROGRAM .14

3.2.2.1. WASTEWATER MANAGEMENT ................................................................ 143.2.2.2. URBAN SOLID WASTE MAtIAGEMENT . . 1 43.2.2.3. PLANNING OF OTHER ENVIRONI.ENTAL INFRASTRUCTURE PROJECTS .. 1 53.3. DEVELOP,iMENT PROGRAi,! CO,,IPONENTS UNDER WORLD BANK LOANS ............... 15

3.3.1. DEVELOPMENT PROGRAM FOR IMPROVEMENT OF INFRASTRUCTURE INMEDIUM- AND SMALL-SIZED TOWNS .............................................. 153.3.2. DEVELOPMENT PRCGRAM FOR RIVERBANK (BUND ROAD) PROJECTS ........ 173.3.3. DEVELOPMENT PROGRAM FOR WATER SUPPLY PROJECTS ..................... ..... 173.3.4. DEVELOPMENT PROGRAM FOR WASTEWATER PROJECTS ............................. 18

3.4. SUMMARY OF CSCP .............................................. 19

SCGREAH - BYN - N°2 35 CC32 I RP A-a.- --2Q2 PAOE I

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4. DESCRIPTION OF THE WASTEWATER PROJECT COMPONENTS . . 20

4.1. PROJECT COMPLIANCE WITH NATIONAL AND MUNICIPAL STRATEGIES ................. 20

4.2. WASTEWATER COMPONENTS PRESENTATION . ............. .............. ... 21

4.2.1. GENERAL INFORMATION .............................................. 21

4.2.2. SUBPROJECTS CHARACTERISTICS .............................................. 22

4.2.2.1. SUMMARY OF SUBPROJECT CHARACTERISTICS ...... 22

4.2.2.2. DETAILS ON WASTEWATER TREATMENT PROCESS . .23

4.2.2.3. MAIN FAVORABLE SUPPORTS FOR SUBPROJECTS . .23

4.2.2.4. EARTHWORKS QUANTITIE .. 24

4.3. IMPLEMENTATION SCHEDULE .24

4.4. PROJECT COST ............................... ; 25

5. WASTEWATER PROJECT ALTERNATIVES . .26

5.1. GENERAL OBJECTIVES OF CUEP1 .. .. . 26

5.2. MAIN CRITERIA FOR ALTERNATIVE SELECTION .26

5.3. ALTERNATIVE WITHOUT PROJECT. 26

5.4. ALTERNATIVE LOCATION OF FACILITIES . .27

5.4.1. FOR BACHUAN RIVER AND HUAIYUAN RIVER .27

5.4.2. FOR LAIXI RIVR .275.4.3. FOR TACHUAXI Ail.E - IN CHANGSHOU I . 23

I.;. ALTERNATIVE DESIGN a TREATMENT PROCESS .28

~.o. AL'---4T I ' ' V,1 C'.S1 EI T FOR Xjr.. - 9.

6. ..........BASELNEN ENVIRONMENTAL CONDITIONS . . .30

6.1. PHYSICAL ENVIRONMENT . .. 30

6.1.1. CLiMATE .30

6.1.2. HYDRLOGY. .30

6.1.3. SURFACE WATER QUALITY .316.1.4. AIR QUALITY .32

6.2. ECOLOGICAL ENVIRONMENT .. 32

6.2.1. VEGETATION .326.2.2. WILDLIFE .32

6.2.3. PROTECTED OR RESTRICTED AREAS .33

6.2.4. AQUATIC ECOLOGY .33

6.3. SOCIAL AND CULTURAL ENVIRONMENT .. 33

6.3.1. POPULATION PROFILE .336.3.2. INDUSTRY AND LOCAL ECONOMY. 33

6.3.3. INFRASTRUCTURES & SERVICES .................................. 3....................................... 34

6.3.A. QUALITY OF LIFE .346.3.5. CULTURAL AND ARCHAEOLOGICAL VALUES .356,3.6. SENSITIVE SITES .35

6.4. MAIN ENVIRONMENTAL ISSUES AND PROBLEMS .356.4.1. INDUSTRIAL POLLUTION .35

6.4.1.1. INDUSTRIAL WASTEWATER PROPORTION AND ITS TREATMENT MEASURES AND PLANS IN

TONGLIANG ................................................. ..................... ........ . 37

6.4.1.2. I!IDUSTRIAL WASTEWATER PROPORTION AND ITS TREAI MENT MEASURES AND PLANS IN

DAZU .37

6.4.2. POOR INFRASTRUCTURES. . 38

SCRCEAIH - BYN - N 2 35 CO32 1 R3 1-A 20\J4

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6.4.3. RIVERS NEED TO BE CONTROLLED ......................................................... 386.4.4. ENVIRONMENT CONDITIONS FOR INTEGRATED RIVER CONTROL .................. 38

7. IMPACT ASSESSMENT & MITIGATION .................. ...................... 407.1. GENERAL .......... 407.2. POTENTIAL IMPACTS & MITIGATION DUE TO PROJECT LOCATION . .41

7.2.1. PERMANENT LAND OCCUPATION AND RESETTLEMENT .417.2.2. IMPACT OF THREE GORGES DAM ON RIVER HYDROLOGY .42

7.2.2.1. MATHEMATICAL MODEL FOR SECONDARY RIvERS . .427.2.2.2. TWO-DIMENSIONAL STABLE MIXING MODEL , .. . 43

7.3. IMPACTS & MITIGATION DURING CONSTRUCTION AND OPERATION .457,3.1. IMPACT ON WATER QUALITY .45

7.3.1.1. IMPACT DURING CONSTRUCTION .457.3.1.2. IMPACT DURING OPERATION .457.3.1.3. IMPACT ON LOCAL WATER QUALITY OF YANGTZE RIVER .47

7.3.2. IMPACTS ON AIR QUALITY .477.3.2.1. IMPACTS DURING CONSTRUCTION .477.3.2.2. IMPACTS DURING OPERATION . 48

7.3.3. IMPACT FROM NOISE .497.3.3.1. IMPACTS DURING CONSTRUCTION .................... 49............,.... ................... ,,,,,,, 497.3.3.2. IMPACTS DURING OPERATION . 50

7.3.4. TEMPORARY LAND ACQUISITION DURING CONSTRUCTION .507.3.5. IMPACT ON NATURAL AND ECOLOGICAL ENVIRONMENT .517.3.6. CONSTRUCTION WASTE MANAGMENT .51

.7. OFF-SITE PUBL!C SAFETY AND INCONVENIENCE 5273.3. IMPACT ON QUALUTY OF LIFE 537.3.5. SLUDGE . . . . ...E..1..T. , , , 53

7.3.9.1. ESTIMATED SLUDGE PRODUCTON. .537.3.9.2. SLUDGE COMPOSITION ...................... 54. ............................................. .... 547,3.9.3. TREATMENT AND DISPOSAL OF SLUDGE .54

7.4. ENVIRONMENTAL RiSK ANALYSIS . .567.4.1. OVERFLOW AND ACCIDENTAL SPILLAGE ........................................ 567.4.2. DEVELOPMENT PLANNING .567.4.3. THREAT FROM INDUSTRIAL ACTIVITIES .......................................... 567.4.4. RISK RELATED TO SLUDGE MANAGEMENT .57

8. ENVIRONMENTAL MANAGEMENT PLAN (EMP) . .588.1. CONTRACTUAL CO:.-)T,,S FOR EMP.. 588.2. IMPACTS AND MITIGATION MEASURES .58

8.3. MITIGATION PROGRAM .62

8.4. MONITORING PROGRAMS .. 638.4.1. MONITORING OF CONSTRUCTION ACTIVITIES .638.4.2. WATER QUALITY MONITORING .63

8.4.2.1. LOCATION OF SAMPLING SITES .. 638.4.2.2. PARAMETER> . U BE MEASURED .. 63

8.4.3. AIR QUALITY AND NOISE MONITORING .648.4.3.1. PARAMETERS .. 64

8.5. DOCUMENTS REQUIRED iY EP .65

9. PUBLIC CONSULTATION .. 669.1. METHODANDORGANIZATION .66

E Y2 R_3 .. ..- p cl

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9.2. ACTIVITIES CARRIED OUT .................................... 66

10. CONCLUSIONS AND RECOMMENDATIONS ................................. 72

10.1. IMPORTANCE OF PROJECT .................................... 72

10.2. MAJOR ANTICIPATED IMPACTS AND MEASURES .................... ................ 72

LIST OF APPENDICES

APPENDIX 1: LIST OF EA PREPARERS

APPENDIX 2: FIGURES

APPENDIX 3: ENVIRONMENTAL QUALITY STANDARDS IN PRC

APPENDIX 4: RESULTS FROM PUBLIC CONSULTATION

APPENDIX 5: PHOTOGRAPHS

SCGR-AH, - BYN -'2 3 2 R PA'- IV

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LIST OF TABLES

Table 1. Sub-Components of CUEP New Components .............................................................. ,.,.,,., 2Table 2. Categories, Scope of Assessment, Assessing Stage or Time Period ............................................. 11Table 3. Development Programs under World Bank Loans .16Table 4. Development Programs for Bund Projects Financed by the World Bank .17Table 5. Development Program for Water Supply Projects Financed by WB .18Table 6. Development Program under World Bank Loan savings ................................................. 18Table 7. Summary of River Control Subprojects Objectives .21Table 8. Summary of Subprojects Characteristics .22Table 9. Expected quality of influent and effluent (mg/1). 23Table 10. Main Supports for the CUEP I LS Subprojects .24Table 11. Earthwork Amounts of Integrated River Environmental Control Subprojects .24Table 12. Project Cost Estimate .25Table 13. Concept Comparison for Sewage Treatment Site and Route Selection .27Table 14. Concept Comparison for Sewage Treatment Site and Route Selection.: 28Table 15. Data on water quality.31Table 16. Statistics on air and noise conditions .32Tabie 17. Emission Status of the Main Industrial Pollution Sources in the Project Areas .35Table 18. Discharge Status of Industrial Waste Water in Proposed Areas (mg/L) .36Table 19. Land Acquisition for Wastewater Subprojects .42Table 20. Resettlement needs for Wastewater Subprojects .42Table 21. Hydraulic Change of Yangtze River Chuntang section before and after impoundment of TGD. 44Table 22. Pollutant Load before/after Implementation of Integrated River Control .46Table 23. Water quality change before and after proposed project mg/L .46Table 24. Evaluation Standards for Odors

48Table 25. Noise Vali ie of Main Machines dB(A) .49Tabie 26. The minimum distance between noise sources to sens'ti;v point .50Table 27. Estimate of Construction Waste .51Table 28. Expected Sludge Production .53Table 29. Daily Solid Waste Production from WWTP (tons/day) .54Table 30. Summary of Impacts and Mitigation .58Table 31. Water Quality Monitoring for Wastewater Components .64Table 32. Noise & Air Quality Monitoring.

65Table 33. Pubiic Consultation and Infcrmation Discic . . ' ,ogram .67Table 34. Key Participants to Public Consultation Process .70Table 35. Documentation Released .70

SOGR-A-AH, - - N°2 35 CC32 ? R - A 2--. PACE V

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ABBREVIATIONS & ACRONYMS

BODs Biochemical Oxygen Demand (5 days)CEM Construction Environmental ManagerCMG Chongqing Municipal GovernmentCOD Chemical Oxygen DemandCQ-RB Chongqing Resettlement bureauCSE Chief Supervision EngineerCUEP Chongqing Urban Environment ProjectEA Environmental AssessmentEMP Environmental Management and Monitoring PlanEMS Environmental Monitoring StationEPB Environmental Protection Bureau (of SEPA)EPB-CQ Chongqing Municipal EPBESC PMO-Environmental and Social CoordinatorGIS Geographic Information SystemIA Implementing Agent (Project Executing Agency)MNR Municipal Nature ReserveNNR National Nature ReservePAP Project Affected PeoplePMO Project Management OfficePPE Personal Protective EquipmentPRC People's Republic of ChinaRAP Resettlement Action PlanRE River EmbankmentSA Social AnalysisSEPA State Environmental Protection AdministrationSFA State Forestry AdministrationSRS Standard Site Inspection Review SheetSS Suspended SolidsTA Technical AssistanceTSP Total Suspended ParticulatesWB World BankWSTP Water Supply Treatment PlantWWTP Wastewater Treatment Plant

CURRENCIES

RMB Chinese Yuan (Renminbi)USD United States Dollar

Conversion rate: 1 USD = 8 RMB

SCGREAH - EN, - N_42 3. GO32 R-243 A- A S ^ 2G'4 PAZ: VI

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INTRODUCTION

1.1. GENERAL BACKGROUND OF THE PRESENT PROJECT

Originally under the jurisdiction of Sichuan Province, China, Chongqing was designated in March1997as a Municipality directly under the control of the Central Government, the fourth afterBeijing, Shanghai and Tianjin. Chongqing has an area of 82,400km2 and a population about 31million, with 6 million inhabiting in urban districts. Due to its special location and economicadvantages, Chongqing has become the largest economic center in the west of China, theincreasingly important bridge and ties linking the so-called West Chongqing (Yuxi)-Chengduindustrial and economic corridor in the west, connecting the technological and economic zonesalong the east coastal line of China through the Yangtze River via the Three Gorges to the east.

According to the Official Reply to the Overall Urban Planning of Chongqing Municipality by theState Council of P. R. China (GUOHAN [1998] File No.108), Chongqing, one of the mostimportant cities in the southwest of China and the upper reach of the Yangtze River, one of themost influential industrial bases, transport and traffic hubs and trade ports nationwide, her urbanconstruction and development shall be achieved through a strategy for sustainable development,in harmony with her economic, social, demographic, resources and environmental conditions.

According to the requirements for construction of a municipality to be a city leader in the region,Chongqing has been expected. to develop into a modern city, with prosperous economy,developed sciences and education, social civilization, complete facilities and pleasantenvironments, featuring unique landscapes as a "hilly city", "river-side city". Meanwhile, theOfficial Reply requests Chongqing to develop the urban districts in a controlled way, by takingeffective measures construct cluster quarters in suburban areas, improve and deepen city andtown system planning, raise funds through diversified channels, speed up construction of theurban infrastructure so as to change the situations of traffic congestion, water supply shortage,poor drainage, etc. throughout Chongqing Municipality as soon as possible.

The Chongqing Urban Environment Project approved by the World Bank in Fiscal Year 2001,has been designed to address pollution problems in the Municipality by providing a blend of bothkey infrastructure investments and institutional reforms. The objective of the Chongqing UrbanEnvironment Project (CUEP) is to provide a safe environmental setting for the sustainable long-term economic growth of urban areas in Chongqing Municipality (CM). The project wouldsupport the Municipality in implementing the first phase of a long-term urban environmentalimprovement program to recover from past environmental degradation, provide an adequatesupply of safe water and maintain water quality at levels that are compatible with the needs ofthe wider Yangtze River Basin.

Since approval of the loan ($200 million) it has become apparent that there will h'Ž significantsavinng from the loan (estimated at a-_ .ately $60 to $70 million) which may be r! ai.vcatedfor existing and/or new project components. The basis for this estimate is the trend inprocurement activities, namely: (a) bid prices of already awarded contracts average between 50percent and 60 percent of the estimated project costs indicated in the Project AppraisalDocument; (b) reductions in the scope of works, (c) cost reductions arising from refined detailedengineering design, and (d) loan savings due to works being completed along with ongoing bundroad works, ahead of schedule using Chongqing's own funds.

As of November 2002, Chongqing Municipality began to enter in a dialogue with the World Bankconcerning a second possible loan to finance both urban and environmental projects in

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Chongqing, subsequently known as the Chongqing Small Cities Infrastructure ImprovementProject (CSCP). As initially outlined the project focused on four broad sectors:

* Infrastructure construction to support the development of business parks;

* Water Supply;

* Bund Roads (including flood control/protection);

* River Harness (Wastewater and Flood Control/Protection).

As the preparation of a number of the below projects was relatively well advanced, it has beenproposed that these projects could be possibly financed using the loan savings from the firsturban environment project in Chongqing, the CUEP.

The following sub-components are part of the CUEP 1 New Components financed from loansavings:

TABLE 1. SUB-COMPONENTS OF CUEP NEW COMPONENTS

SECTOR OF CONCERNCOUNTY PROJECT NAME

SEWERAGE WATER SUPPLY EMBANKMENT

Tongliang Bachuan & Huaiyuan River Improvement WWTP, WWN RE

Dazu Laixi River Improvement WWTP, WWN REChangshou Taohuaxi River Improvement WWN REWulong Wujiang River Improvement REBishan Binan River Improvement WWN RE

I Bicheng town Water Supply WSTP, WSN

Beibei Dongyang Town Water Supply WSTP, WSN

Jiangjin Shuangfu Town Water Supply | WSN, 3PS

Note: WWTP Wastewater Treatment Plant)WWN Wastewater NetworkWSTP Water Supply Treatment PlantWSN Water Supply NetworkPS Pumping StationRE River Embankment

The location of these sub-components is illustrated on figure on the following page.

As some if not all sub-projects may have significant impacts on the natural or socialenvironment, it was decided in agreement with the World Bank to prepare a Category AConsolidated Environmental Assessment (EA) for each of the 3 Sectors of concern for theCUEP 1 Loan Saving Project, i) Sanitation components, ii) Water supply components andiii) River embankment components.

To carry out the preparation of these 3 Consolidated EA, the Project Management Office (PMO)for WB Loan Financed Project in Chongqing appointed CISDI Engineering Co., Ltd.

SOGREAH - Sy,V - N'2 35 C032 1 R3 ,: 04 PAGE 2

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CUEP 1 LOAN SAVINGSLocation map

1 Tongliang County Bachuan River and Hualyuan River Environment Improvement

2 Dazu County Laixi River Environment Improvement

3 Changshou District Taohua River Environment Improvement

4 Wulong District Bund Road and Flood Protection Construction

5 Bishan County Binan River Environment Improvement

1 6 Bishan County Bicheng Town Water Supply

7 Beibei District Dongyang Town Water Supply

8 JiangjinCityShuangfu Town WaterSupply

,, / , , , , f V g)V

azu B E a > Fl vW. u^ I.

tV, t "ll~ ngji- > , /Wln

E3 River Embarkment5

A Waste Water Treatment Plant 3C Sewage Network+ Waiter Supply

\ [2 ~Chongqing ° 50 100 km

j Metropolitan Area

m~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~

S N

2 ~ ~ ~ - / ~ .

SOngLR-- g - BY^ - °N, 3 '-A -^/4F

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1.2. GENERAL BACKGROUND FOR EA

1.2.1. CLASSIFICATION OF EA

In accordance with PRC National Regulations and the World Bank Operational Policy 4.01related to Environmental Assessment, the concerned wastewater components of the Project fallunder the Category A project and as such, they require full EA.

1.2.2. PRINCIPLES & METHODOLOGY FOLLOWED

The project technical and financial preparation was carried out by Chinese local organizationsand has been supported by various sources of international assistance to CUEP, includingSOGREAH, the Design Review and Advisory (DRA) Consultant to the Chongqing ProjectManagement Office (PMO), the responsible institution for the overall preparation of the project..

In accordance with the Government Regulation "Strengthening Environmental ImpactAssessment (EIA) Management for the Construction Project Loaned by Intemational FinanceOrganisation" of June 21, 1993 and the World Bank Safeguards Operational Policy, the ProjectPMO, has commissioned the CISDI Engineering Co. Ltd to carry out the preparation of the3 Consolidated EA studies for the CUEP Loan Savings components.

The Consolidated EA of CUEP II, China and the Consolidated EIA of Chongqing EnvironmentProject (CUEP I), China (hereinafter referred to as Consolidated EIA) are based on the individualElAs of the subprojects. CISDI Engineering Co., Ltd. compiled the Consolidated EIA Report ofCUEP I and the Consolidated EIA Report for Infrastructures of CUEP II, China, EnvironmentalManagement Plan and Summary of EIA.

Similarly, Resettlement Action Plans (RAP) for each of these 3 subcomponents are currentlyunder preparation.

This Consolidated EA has therefore been carried out by the CISDI with the assistance of theDRA Consultant; this overall assessment is based on the EA studies carried out by the variousorganizations for the individual components of the project.

1.2,3. COVERAGE OF EA

This consolidated EA has been carried out strictly in accordance with the State and Chongqinglaws, codes and criteria relating to environmental protection. It satisfies the Chinese EA system,whilst at the same time gives full attention to the requirements of the World Bank'senvironmental safeguards, and more precisely those of the Operational Policy 4.01 for EA.

The EA is based on the collection and use of existing materials and data supplementing missingmaterial by field investigations.

This Consolidated Environmental Assessment analyzes present environmental situation,potential impacts of project implementation and proposes mitigation measures in relation to thewastewater and embankments projects proposed for Bachuan River, Huaiyuan River, LaixiRiver, and Taohuaxi River.

SOGREAH - BYN - N°2 35 'G32 R3 - A 2004 PAF 4

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1.3. LAYOUT OF EA REPORT

The following chapters of this report present the detailed analyses conducted as part of theOverall Environmental Assessment.

* Chapter 2 Discusses the policy, legal and administrative framework within which the EAhas been conducted describing both the environmental requirements of the PRC and theWorld Bank

* Chapter 3 Compares feasible alternatives to the proposed project components, includingthe "without-project" scenario;

* Chapter 4 Provides a summary technical presentation of the proposed subcomponents;

* Chapter 5 Describes the background environmental and social conditions (physical,biological and socio-economic conditions) within which the project components are situated,both on a regional scale and on a site specific scale;

* Chapter 6 Provides prediction and assessment of likely positive and negative impacts withrelated mitigation requirements;

* Chapter 7 Provides an Environmental Management Plan covering mitigation measures,monitoring and institutional strengthening as well as activities and budget;

* Chapter 8 Describes the public participation activities;

4 Chapter 9 Provides conciLiding remarks and recommendations.

The report is accompanied by a series of Appendices covering the following topics

* APPENDIX 1: List of EA Preparers

* APPENDIX 2: Figures

* APPENDIX 3: Environmental Standards in PRC

* APPENDIX 4: Results from Public Consultation

* APPENDIX 5: Photographs

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2. INSTITUTIONAL FRAMEWORK FOR EIA

2.1. ENVIRONMENTAL INSTITUTIONS AND ROLES

2.1.1. NATIONAL LEVEL: EPC AND SEPA

2.1.1.1. ENVIRONMENTAL PROTECTION COMMISSION (EPC)

This Commission, situated at the highest level of the central Government, has the function toformulate and issue laws and regulations for environmental protection and to put forwardplanning requirements.

2.1.1.2. STATE ENVIRONMENTAL PROTECTION ADMINISTRATION (SEPA)

SEPA was set up as a ministry at the end of March 1998 when the National EnvircnmentalProtection Agency (NEPA) was upgraded from a sub-ministry to a ministry level. Presently,SEPA is a ministerial-level authority directly under the State Council responsible for theenvironmental protection in China. Its main responsibilities are as follows:

* To formulate national guidelines, policies, laws and regulations on environmental protectionand provide supervision over their implementation.

* To work out national plans and programs for environmental protection; to participate in theformulation of medium and long-term programs and annual plans for national economic andsocial development.

* To formulate and issue national standards for environmental protection.

* To oversee environmental protection concerning the atmosphere, water, soil and oceans; toprovide supervision and management for the control and prevention of pollution.

* To formulate and organize the implementation of national policies for environmentalprotection.

* To supervise and administer the country's work in nature conservation and to makeprograms and plans for establishment of nature reserves, preparing and presentingproposals to the State Council for approval in establishing new national nature reserves.

* To organize the implementation of environmental management and enforcement, providemonitoring and perform environmental impact assessments.

* To manage and supervise environmental monitoring nationwide.

* To direct and coordinate national education on environmental protection.

* To assist in the formulation of China's basic principles on global environmental issues andto participate in negotiations dealing with international conventions.

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2.1.2. MUNICIPAL LEVEL

Environmental Protection Bureaus (EPBs) at the level of a Province or of a Municipality are incharge of

* Drafting local laws and regulations.

* Issuing administrative regulations.

* Organizing work on environmental monitoring and control.

* Supervising the treatment of pollution.

* Dealing with the major pollution incidents; and

* Carrying out education and training in environmental protection.

2.2. APPLICABLE LAWS & REGULATIONS

At National level

Since 2002, the EIA process in China is under the Environmental Impact Assessment Law(2002-10-28). Several other national laws and regulations provide a legal background to EIA:

* Environmental Protection Law (1979 & 1989)

* Regulation on the Environmental Protection Management of Construction Projects (1986,1998, by the State Council)

* Environmental Protection Management for Construction Projects, State Council, November1998;

* Regulations on the Certificate for the EIA of Construction Projects (1989 NEPA)

o Regulations on Criteria for the Classification of Construction Project on a Large andMedium Scale

* Regulations on Environmental Impact Assessment: Standards of Environmental ProtectionIndustry of the People's Republic of China, HJ/T2.1-2.3, 93

e Regulations on Environmental Impact Assessment: Non-pollution Ecological Impact(Standards of Environmental Protection Industry of the People's Republic of China, HJ/T19,1997)

* Categorized Checklist for Environmental Protection Management of Projects underConstruction, [2002] File No. 14, SEPA;

* Comments on Further Strengthening of Environmental Protection Management of Projects,HUANFA [2001] File No. 19, SEPA;

* Notice to Strengthening EIA Management of Projects Financed with Loans fromInternational Financing Institutions, HUANJIAN [1993] File No. 324, SEPA;

* Notice to b ot Toial Pollutant Effluent,r> ,-sion Amount Control Plans in the 10th

Five-year Plan Period, YUFUFA [2001] File No. 556,

* Notice to Strengthening EIA of Development Zones, HUANFA [2002] File No. 174, issuedby the State Environmental Protection Administration;

* Checklist of Hazardous Wastes;

* Methods for Environmental Protection Acceptance of Projects at Completion, [2001] FileNo. 13, issued by the State Environmental Protection Administration;

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* The 10Oh Five-year Plan for Environmental Protection of the People's Republic of China;

* Technical Directives for Environmental Impact Assessment (HJfT 2.1-2.3-93), the StateEnvironmental Protection Administration;

* Technical Directives for Environmental Impact Assessment-Noise Environment (HJ/T 2.4-1995), the State Environmental Protection Administration;

* Technical Directives for Environmental Impact Assessment-Non-pollution EcologicalImpacts (HJIT 19-1997), the State Environmental Protection Administration.

At Local level

* Water Pollution Prevention and Control Planning for the Three Gorges Reservoir Area andIts Upper Reach, issued by the SEPA;

* Official Reply to Water Pollution Prevention and Control Planning for the Three GorgesReservoir Area and Its Upper Reach, GUOHAN [2001] File No. 147, issued by the StateCouncil;

a Notice to Implementation Program for Water Pollution Prevention and Control Plan for theThree Gorges Reservoir Area and Its Upper Reach of Chongqing Municipality, YUFUFA[2002] File No. 25, issued by the Municipal Government;

e The 10'h Five-year Plan for Environmental Protection of Chongqing Municipality;

* Environmental Protection Regulations of Chongqing Municipality;

i Urban Planning Management Regulations of Chongqing Municipality;

4 Technical Stipulations on Urban Planning Management of Chongqing Municipality;

i Stipulations on Function Zoning of Chongqing Municipality As Per Environmental AirQuality, CHONGFUFA [1997] File No. 40;

a Stipulations on Applicable Functional Classification of Surface Water Areas of ChongqingMunicipality, YUFUFA [1998] File No. 89;

a Stipulations on Applicable Zoning of Urban Districts of Chongqing Municipality As PerEnvironmental Noise Standard YUFUFA [1998] File No. 90;

• Official Reply to the Overall Urban Planning of Chongqing Municipality, GUOHAN [1998]File No. 108, issued by the State Council of the People's Republic of China;

* Regulations for Water Pollution Prevention and Control in the Three Gorges Reservoir Areaof Chongqing Municipality;

o Management Methods for Environmental Noise Pollution Prevention and Control ofChongqing Municipality, File No. 126, issued by the Municipal Government;

* Greening Regulations of Chongqing Municipality;

Technical regulations for EIA consist of environmental quality standards, basic health standards,public safety standards, standards for controlling toxic and radioactive substances, and pollutantemission standards. Except for the pollutants emission standards, local governments are notallowed to adopt their own prescriptions in any of the other four categories having to follow thenational regulations.

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2.3. WORLD BANK SAFEGUARDS

The World Bank requires environmental assessment (EA) of projects proposed for financing tohelp ensure that they are environmentally sound and sustainable, and thus to improve decisionmaking.

For any project processed with the participation of an International Funding Agency, in additionto the fulfillment of national requirements, the proponent must also satisfy the requirements ofthe funding organization.

Environmental and social policies and requirements of the World Bank are presented in thefollowing reference safeguards:

* Operational Policy 4.01, Environmental Assessment, January 1999 (including Annex A,Annex B, Annex C, dated January 1999)

* Operational Policy 4.04, Natural Habitats, June 2001

* Operational policy 4.09, Pest management, December 1998

* Operational Policy 4.11, Cultural Property, August 1999

* Operational Policy 4.12, Involuntary Resettlement, December 2001

' Operational Directive 4.20, Indigenous Peoples, September 1991

s Operationai Policy 4.36, Forests. September 1993 (including Annex A, dated March 1993)

* Operational Policy 4.37, Safety of Dams, October 2001

* Operational Policy 7.50, Projects on Intemational Waterways, June 2001

• Operational Policy 7.60, Projects in Disputed Areas, June 2001.

2.4. ENVIRONMENTAL QUALITY STANDARDS

Most of the following standards are detailed in Appendix 3: Environmental Quality Standards.

National standards for surface water quality previously enforced successively by GB3838-1983,and GB3838-1988 were recently revised in 2002 (GB3838-2002). The water bodies are dividedinto five classes accordinig to their utilization purposes and protection objectives:

* Class I is mainly applicable to spring water and to national nature reserves.

e Class II is mainly applicable to first class of protected areas for main sources of drinkingwater, for the protection areas of rare fish species, and for spawning grounds for fish andshrimp.

* Class IlIl is mainly applicable to second class of protected areas for main sources ofdrinking water, and to protected areas for the common fish and for swimming areas.

* Class IV is mainly applicable to the wa.,r for industrial use and entertainment which has nodirect contact with human body.

• Class V is mainly applicable to water bodies for agricultural use and landscaperequirement.

Wastewater treatment plant effluents must conform to the Comprehensive Emission Standardsof Waste Water (GB8978-1996), revised in 2002.

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Several other standards apply either during the construction or operation phases of the project.These include mainly:

* Drinking Water Quality Standards GJ3020-1993

* Ground Water Quality Standards GB/T14848-1993

* Environmental Air Quality Standard (GB3095- 1996) with regulation GB3095-96 forFluoride and standard for maximum concentration of Chlorine from Industry DesigningSanitary Standards (TJ36-1979).

* Standards for the Protection of Crops (GB9173- 88) set the maximum concentration ofsome air pollutants in order to preserve the safe consumption of crops.

* Class Two standard of Urban Area Environmental Noise Standards GB3096-1995, whichapplies to residential, commercial and industrial mixed area.

* Environmental vibration adopts Urban Area Environmental Vibration Standards GB10070-88, which apply to mixed area and commercial centre area, day 75dB(A), night 72dB(A).

* Exhaust gas which adopts Comprehensive Emission Standards of Air Pollutant (GB16297-1996)

* Construction noise which adopts Limiting Values for Construction Area (GB12523- 90)

* Control standards for pollutants in sludge for agricultural use GB 4284-1984

2.5. DETERMINA7TC' OF .T!: ONM''I TL Ju IC',C!,>i ZONING

According to the stipulations on the environmental functions of different Districts and Countiesunder the jurisdiction of Chongqing Municipality where the subprojects are located, the air qualityobjective is Category 2 Level and the surface water quality is Category 3 Level. Category 3standard for noise in urban districts applies to the zones within 10m on both sides of roads, andCategory 2 standard applies to other zones.

2.6. CATEGORIES, SCOPE OF ASSESSMENT, ASSESSING STAGE OR TIME PERIOD

For the categories, scope of assessment, assessing stage or time period, please refer to thefollowing Table.

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TABLE 2. CATEGORIES, SCOPE OF ASSESSMENT, ASSESSING STAGE OR TIME PERIOD.

NC SUBPROJECT CATEGORY SCOPE STAGE ORTIME PERIOD

1 Integrated Grade IlIl Noise environment: zones within 150m on both sides of river ConstructionEnvironmental (Category B) banks and intercepted drain main pipes, 100m on both sides period:Control of of secondary pipe networks and 1 00m away from the 2004-2005Bachuan boundary of sewage treatment plants;River, Surface water: river sections of 11.848km long in total, 100m OperationHuaiyuan upstream the starting points of the proposed riverbanks to period:River in 3000m downstream the finish point; 2006-2021Tongliang Air environmental: zones within 150m on both sides ofCounty intercepted drain main pipes and secondary pipe networks,

200m on both sides of material transport paths, LiujiayuanziBridge, 200m away from the boundary of sewage treatmentplants:Ecology: zones within 100m away from both sides of thecontrolled sections 8.748km long of Bachuan River, HuaiyuanRiver and construction sites;Social environment: Bachuan town proper.

2 Environmental Grade II Air environment: zones within 100m around the sewage ConstructionControl of surface water treatment plant sites, 100m on both sides of sewage pipe periodLaixi River (Category A), lines and proposed controlled river ways; Stench: zones(section other Grade within 1km away from the boundary of the sewage treatment Operationrunning IlIl (Category plant of Longshui town, 0.5km away from the boundary of periodthrough B) the sewage treatment plants of Fulong town, Mituo town.Longshui Surface water: zones of about 50km long from the sectiontown) in Dazu of Laixi River at Baima Bridge downstream to the section ofCounty Zhuxi.

Noise: zones within 200m around the boundary of sewagetreatment plants.Ecology: sewage treatment plant site areas, zones within20m of riverways, river banks.

3 Integrated Grade IlIl Noise and air environment: zones within 200m on both ConstructionEnvironmental (Category B) sides of the centerline of the proposed subproject; periodControl of Surface water: water quality of water in the section ofTaohuaxi Taohuaxi River from Liyuwan to Toudongyan and the OperationRiver (Phase converging point of the Yangtze River; periodI) in Ecology: zones within 300m on both sides of the centerline ofChangshou the proposed subproject and construction sites;District Social environment: Taohua Street, Duzhou town and

intercepted pipe network, riverbank revetments.

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3. ENVIRONMENTAL SITUATION AND DEVELOPMENT STRATEGY

3.1. PRESENT ENVIRONMENTAL SITUATION IN CHONGQING

3.1.1. PRESENT SITUATION OF WASTEWATER SECTOR

In 2001, the total amount of wastewater discharged in Chongqing Municipality was1,265 Million m3, including 812 Million m3 of industrial wastewater and 453 Million m3 ofdomestic wastewater.

In 2002, Chongqing had only three wastewater treatment plants (WWTP) i.e. Tangjiaqiao,Beibei and Yubei Chengnan, with a total capacity of 118,000 m3 per day. Chongqing is amongthe megalopolises in China with the lowest percentage of urban sewage centrally treated andthe lowest density of drain pipe networks, which was only 7.4% and 5.88 km/km2 respectively.In 2002, a total of 317 Million m3 of urban sewage were directly discharged into the YangtzeRiver in Chongqing. And the central urban districts, Wanzhou District and Fuling District werethe top three dischargers, the central urban districts discharging about 60% of the total. In thecentral urban districts, 16 water catchments discharge points have been reported along theYangtze and Jialing Rivers, while about 500 wastewater drain outlets are reported on the northand south banks of Jialing River and the east and west banks of the Yangtze River.

After completion of the Three Gorges Reservoir, the water velocity in the Yangtze River will falldown to 0.38 m/s from the present 3.8 m/s, causing a significant reduction in the self cleaningcapacity, which in return would probably cause the pollutant concentration in the river sectionsrunning through the central urban districts to increase by 34.5%.

The length of wastewater drain trenches/pipes per capita in Chongqing is only 0.2 m, lowerthan 0.27 m the average of cities nationwide. And some of the wastewater drainage systemshave been operating for over 40 years, now in poor conditions.

With a tremendous amount of urban sewage being directly discharged into the Yangtze Riverand Jialing River without any treatment, the surface water environmental quality along thesections of the Yangtze River running through the central urban districts has seen 6 indicatorsexceeding the standard for Category IlIl water area. This is quite out of harmony with the waterenvironmental control efforts taken since the cut-off dam of the Three Gorges was completed.

In September, 2001 the drainage project of the central urban districts (Phase I) financed withloans from the World Bank was already engaged. The loans from the Cooperation Bank ofJapan were used for Phase II project in 2003. In a principle of planning at one go,implementing in different phases the project has been executed by perfecting the cDnstructionof the secondary sewage treatment and sludge treatment systems on the basis of thepretreatment in Phase I. It was scheduled to complete the project by the end of 2005.

However, in view of the poor ecological environmental conditions in the Three GorgesReservoir area, the Central Government requested the wastewater drainage project of thecentral urban districts to be implemented faster. Therefore, the construction of the project hasbeen speeded up and is expected for completion by the end of 2004. Since then, more than60% of sewage in the central urban districts will be treated, and Jiguanshi WastewaterTreatment Plant and Tangjiaqiao Wastewater Treatment Plant will have a daily sewage

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treatment capacity of 900,000t/a (in 2010) and 1,200,000/a (in 2020), allowing discharge oftreated effluent in compliance with relevant standards and consequently reducing the amountof pollutant discharged into the two rivers in the central urban districts by about 230,000t eachyear.

Meanwhile, construction of 19 sewage treatment plants, several primary and secondarysewage networks of the first lot in the Three Gorges Reservoir area have been started sincethe end of 2001 in 13 districts, cities or counties including Jiangjin, Changshou, Fuling,Fengdu, Zhongxian, Wulong, Wanzhou, Yunyang, Shizhu, Kaixian, Fengjie, Wuxi, Wushan.

This represents an investment of 2.48 billion RMB in total, for a treatment capacity of510,000 1/day. Ten of the 19 sewage treatment plants were constructed and put into trialoperation in June, 2003. The trial operation shows that the tail water discharged out of thesewage treatment plants meet the national water quality standards, and the sewage treatmentplants, with daily treatment capacity of 300,000t, can treat 50% of the sewage produced in thesurroundings.

In addition, Qianjiang District, Dianjiang County and Nanchuan City, which also may affect theThree Gorges Reservoir have already started urgent construction of VWVTP.

The construction of wastewater treatment facilities in Chongqing Municipality will play animportant role in improving the Yangtze River water environmental quality, promoting thesustainable development of Chongqing Municipality.

.1.2. PRESENT SITUATiON OF SOLID WASTE COLLECTION AND TREATMENT

In 2001, 2.75 million tons of solid waste were generated in Chongqing Municipality with awaste handling rate of 85.09%. In the central urban districts, waste generation amounted to1.15 million tons, with an handling rate of 98%.

Changshengqiao Sanitary landfill with a capacity of 1500 t/d was completed as part of CUEPand replaces some of the existing eight open dumpsites in the central urban districts; theselatter sites had a total disposal capacity of 2,930 t of waste per day with stacking and partialincineration. Most of these latter sites are full and overloaded, resulting in serious pollution tosurrounding soils, ground water and air.

Tongxing Landfill in Beibei District and Heishizi Landfill in Jiangbei District with proposedcapacities of 1,500 tVd and 1,000 t/d are under planning. Also, landfills with different capacitieshave been planned or are already under construction in the Three Gorges Reservoir area andother districts, cities and counties. Chongqing Municipality is now planning to construct 4hazardous waste treatment plants, and the preliminary engineering of the hazardous %P.'astetreatment plants in the central urban districts and Changshou District is nearly drawing to aclose.

3.1.3. PRESENT SITUATION FOR OTHER ENVIRONMENTAL INFRASTRUCTURES

The west of Chongqing Municipality faces water shortage and the water use in TongliangCounty, Dazu County, Yongchuan City mainly relies on water con7Žrvation by building dams onthe secondary rivers or rainwater conservation by building reservoirs. However inappropriatelevel of wastewater collection and treatment causes serious pollution on such secondary riversas Bachuan River, Huaiyuan River, Laixi River, sources of water supply. This situation worsensthe conflict between water supply and pollution, affects the ecological environmental quality andbottlenecks sustainable development in the west of Chongqing Municipality.

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3.2. OVERALL DEVELOPMENT PROGRAM OF URBAN ENVIRONMENTALINFRASTRUCTURE

3.2.1. OVERALL DEVELOPMENT FRAMEWORK

In compliance with the decision to expedite implementation of the urbanization strategy,Chongqing Municipality has formulated an overall framework for the development program ofenvironmental infrastructure (environmental facilities) and educational, scientific and culturalfacilities including traffic, communications, energy, water supply & drainage, landscaping,environmental protection, natural calamities prevention and fighting, etc.

The program relies on a rational and sustainable use of resources, strengthens ecologicalenvironmental construction and protection in towns and cities, tries to create a developmentpattern with growing production, well-being living and good ecological conditions, basically toprovide towns and cities with complete functionalities meeting the needs of economic and socialdevelopment.

3.2.2. SECTOR ARRANGEMENTS FOR THE DEVELOPMENT PROGRAM

The concerned sector arrangements for the development program of Urban EnvironmentalInfrastructure (Environmental Facilities) mainly include:

3.2.2.1. WASTEWATER MANIAGE;,1ENT

In November 2001, the State Council gave official approval to Water Pollution Prevention andControl Planning for the Three Gorges Reservoir Area and Its Upper Reach, which states thatby 2005 water quality at the main controlled sections of water areas in the Three GorgesReservoir and its affecting zone in Chongqing must meet the national surface waterenvironmental quality standard Category IlIl, and by 2010 the entire water quality must meetwith Category II standard.

After the key environment projects (including: water drainage project in urban districts, sewagetreatment projects in 15 districts and counties in the Three Gorges Reservoir area and 9regional central cities in the affecting zone, sanitary sewage treatment facilities and matchingsewage pipe network project financed with loans from the World Bank) are completed in the10th Five-year Plan period, the percentage of urban sanitary sewage centrally treated all overChongqing Municipality will rise from 7.2% in 2001 to more than 60%, that in the Three GorgesReservoir area to more than 90%. It is estimated that a total of RMB 8.65 billion is required forthese projects.

3.2.2.2. URBAN SOLID WASTE MANAGEMENT

As set forth in the Water Pollution Prevention and Control Planning for the Three GorgesReservoir Area and Its Upper Reach, Chongqing Municipality is placing emphasis onconstruction of the following solid waste treatment projects in the 10th Five-oear Pian period:

e Construction of Changshengqiao Sanitary Landfill, Tongxing Waste Incineration DisposalSite, Heishizi Sanitary Landfill in the central urban districts, sanitary landfills in 13 districtsand counties in the Three Gorges Reservoir area and 9 regional central cities in theaffecting zone, designed to dispose of sanitary waste of 8,900 t per day in total. It isestimated that RMB 3.06 billion are required;

* Construction of 4 hazardous waste treatment centres designed to treat hazardous waste1 ,480t per day, 540,000t per year. Cost estimate is RMB 330 million;

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* Construction of ports in the urban districts, Wanzhou District, Fuling District, WushanCounty, etc. for collection and transfer of vessel sanitary sewage and waste. Cost estimateis RMB 536 million.

With the construction and operation of the above projects, more than 70% of the urban sanitarywaste will be treated to be harmless all over Chongqing Municipality, and more than 90% in theThree Gorges Reservoir area.

3.2.2.3. PLANNING OF OTHER ENVIRONMENTAL INFRASTRUCTURE PROJECTS

* Water supply project

In the year of 2010, RMB 11.5 billion will be invested to increase the daily water supplycapacity by 1,980,000m3, of which RMB 6.5 billion will be in the central urban districts toincrease in the daily water supply capacity by 900,000m3, also improve the potable waterquality as purified water; RMB 5 billion will be in the further located counties (autonomouscounties, cities) and towns under the county organizational system to increase the dailywater supply capacity by 1,080,000m3, water pipe networks by 1,800km;

* Landscaping project

Focusing on theme parks, efforts will be continuously taken to ensure construction ofgardens and parks. Five large parks are planned in the central urban districts, and 40 parksare planned in the further located counties (autonomous counties, cities), with aninvestment requirement of RMB 1.65 billion;

* Secondary river pollution control project

It includes the integrated control of Taohuaxi River, Qingshuixi River in the central urbandistricts and 39 secondary rivers in the further located districts and counties. After theconstruction of the whole project, the water environmental quality will be improved to agreat extent throughout Chongqing Municipality. It is estimated that RMB 4.8 billion will berequired;

o Geologic hazard prevention and control project in the Three Gorges Reservoir area

According to the geologic hazard prevention and control planning in the Three GorgesReservoir area, the project will be implemented in two phases, requiring an investment ofRMB 5.7 billion in total.

After completion of the above mentioned wastewater and solid waste managementprojects, the water quality in Chongqing Section of Yangtze River will likely be significantlyimproved and comply with Grade IlIl quality standard. With further treatment of industrialand agricultural wastewater which fails to meet the standards of discharge, the waterquality in non urban section of Yangtze River is expected to comply with Grade II qualitystandard.

3.3. DEVELOPMENT PROGRAM COMPONENTS UNDER WORLD BANK LOANS

3.3.1. DEVELOPMENT PROGRAM FOR IMPROVEMENT OF INFRASTRUCTURE IN MEDIUM- AND

SMALL-SIZED TOWNS

Urbanization lies its core in displacement of the excessive rural labor forces, sufficientemployment in the urban and rural areas. Its essence is to improve the people's living standardby focusing attention on the people. The most urgent mission is to enforce the industrial support,radically change the present situations of large urban districts coexisting with large rural areas

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and outstanding dualistic structure as well. Without the industrial support of towns, urbanizationwould be like water running with no sources, trees growing with no roots, and towns would bevoid, dead and shell-like towns with no markets.

The characteristic industrial parks are usually at the interface between towns and rural areas.So, to attract industries and let them settle down in the medium- and small-sized towns,integrate and spur on the local economic growth, planning and construction of the necessaryinfrastructures become an essential prerequisite. This relies on the town resources and regionaladvantages, receiving radiation of funds and technologies from large- and medium-sized cities,optimizing and breeding dominant industries, absorbing the excessive rural labor forces,developing the secondary and tertiary industries in towns to be stronger contributors toeconomic growth, improving the people's living standard and invigorating the towns withprosperous industries. In this regard the improvement of the infrastructure in medium- andsmall-sized towns is one of the most important measures to urbanize the county (district, city)seats and central towns with higher priority.

Meanwhile, the improvement of the infrastructure in medium- and small-sized towns will not onlyintegrate and attract preponderant industries to settle down for economic development, but alsohelp restructure the industries and wash out the behindhand enterprises, achieve transformationfrom extensive resource utilization to output of higher-added-value products, thus reducing theproduction and discharge of pollutants accordingly. The other benefit is that items which used tobe scattered, hard to control in the past wiil be under standardized management and pollutioncontrol will be relatively centralized according to the Central Government requirements toimprove the operability, uniformity and unit benefits- of pollutant reduction, which is not onlyfavorable for standardized management by the environmental protection management andmonitoring departments, also for reduction of total amount of pollutants and regional control,improvement of local environmental quality.

At present, 30 projects aiming for improvement of infrastructure in medium- and small-sizedtowns have been approved by Chongqing Municipality, and the area of land for their starting upand expansion covers 63.4km, of which 16.68km have been prepared. According to theplanning, the investment for improvement of the infrastructure in medium- and small-sized townsin Chongqing Municipality will amount to RMB 20 billion in 2007, 145km2 of land will beprepared, and about 3,000 enterprises will reside in, generating a production value of RMB 170billion, a revenue of RMB 10 billion, employing 600,000 persons, and thus fulfilling the strategictarget of "re-establishing a new industry in Chongqing".

Of the projects for improvement of infrastructure in medium- and small-sized towns, six areplanned to be financed with loans from the World Bank, as presented in the following Table.

TABLE 3. DEVELOPMENT PROGRAMS UNDER WORLD BANK LOANS

Land Use, km2 CntutoProject Infrastructure F Investment in Period/Start

Initial For million RMB oOperaiod/trniil expansion o prto

Improvement of Infrastructure in 1.5 2.5 275.68 2003-2007/Da'an, Yongchuan, Chongqing 2008

Improvement of Infrastructure in 1.05 4.75 221.80 2004-2006/Qiaohe, Qijiang, Chongqing 2007

Plant buildings,Improvement of Infrastructure of roads, water supply 2003-2005/Yuxi Technological Development & drainage, energy 1.65 , 365.62 2006Park, Chongqing supply, business __'-

Improvement of Infrastructure in and trade offices, 2003-2005/Youting, hongqingand other 1.73 2 277.20 2006-05

necessary basicImprovement of Infrastructure in facilities 1.43 1.43 228.56 2003-2005/Bicheng, Chongqing 2006

Improvement of Infrastructure inZhengyang Eco-industrial Park, 2.15 4.15 461.62 20032005/Qianjliang, Chongqing

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3.3.2. DEVELOPMENT PROGRAM FOR RIVERBANK (BUND ROAD) PROJECTS

Most of towns and cities in Chongqing Municipality are located before hills, close to rivers. Dueto the factors such as long-term rainwater scouring of slopes, soil erosion, uncontrolled discard , -

of industrial and sanitary wastes and effluents, the secondary rivers of the Yangtze River andJialing River have encountered the problems of mud accumulation in riverbed, serious pollution,which affect the people's living standard, jeopardize the physical and mental health, affect theurban traffic and transportation, worsen the conditions for flood control and investmentattraction. To this point, the construction of riverbank road and flood control projects is not onlyessential to urbanization, also long-awaited and image-showing to the people.

The riverbank road projects in Chongqing Municipality financed with loans from the World Bankare shown below.

TABLE 4. DEVELOPMENT PROGRAMS FOR BUND PROJECTS FINANCED BY THE WORLD BANK

Bund, km ivestmer Construction

Name Function Flood Control in Million Period/Start oRoad Embankmentro RMB Operation

Construction of the Mainly for flood prevention,Yangtze River Flood also for improving trafficconstrutol bankmenthe conditions, ecological 3.75 3.75 178.005 24 months/Control Embankments, construction and landDegan, Jiangjin City development

Mainly for flood prevention, New 11 7Construction of Binan also for sewage control, 12; rainwater NRiver Flood Control improving traffic conditions. pipe 11, revamped 2.66,Embankments, Bishan ecological construction sewage pipe 10r347m long,county (landscaoing, soil and water 11.9 area 219,267M2

conservation)

Construction of Bunds Mainly for flood prevention, 83;sprtand Flood Control also for ring traffic, sewage 8.33;ag sepr 3greninEmbankments, Wulong control. ecological draina ofen area 22e466m2 490.642 /

County ~~~construction (greening, soil saiwater n ra2,6mand water conservation)

5.382, inci. 11.295, inc.new 4.705, new and

urbn i e f reused 0.677; reinforcedConstruction of Xiaozi prevention,fhazardctre, lievng sewage pipe 8.317, reusedBunds and Bank urbenti roa, separevip network on 2.978; 4 slag2006Protection, Wansheng ubnrasserte the right bank stopping, 249306District, Chongqing drainage of rainwater and of xiaozi settling and

sewage River, trunk waterpipe 3.6km conservationlong dams

Construction of Bunds, Urban infrastructure: flood 14.263 2 114 482.30 2004-2006/Qianjiang District, prevention, traffic and 2007Chongqing ecological construction

3.3.3. DEVELOPMENT PROGRAM FOR WATER SUPPLY PROJECTS

Water supply projects are the most important infrastructure in a city. In the urbanization processof Chongqing Municipality, priority shall be given to construction of the infrastructure. Watersupply projects financed with loans from the World Bank (including projects using the loansavings under the Environment Project) are shown in following Table.

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TABLE 5. DEVELOPMENT PROGRAM FOR WATER SUPPLY PROJECTS FINANCED BY WB

3 Plant Area (in) Population Investment ConstructionName Capacity m /d pPanth (m) Served inFutur

Pipe Lenth (in) Far Future Milin MB peraiod/tr

Water Supply Project ofShuangfu Town, Jiangjin 30,000 10,979/38.034 100,000 67.6827 2004/2005City

Water Supply Projects ofZhangjia Town, Linjiang 14,000 18,027/50.733 44,800 52.9826 2004/2005Town, Jinlong Town,Yongchuan City

Water Supply Project of 24,773/45.675, 2003.06-200Wijiang County Town, 50,000 mcI new 21.655 150,000 116.3225Chongqing 5.12/2006

Water Supply Projects of 1 0,000/far 75343 000 Phase I 2004-2005/Key Towns, Bishan future 20,000 7,513/43.32 50,000 44.7118 2006County

Water Supply Project of 35,000/far Phase I 2004-2005/Bishan County Town. future 55,000 24,673/45.13 172,000 88.2051 2006Chongqing

Water Supply Projects of Total 9,600/13,20 Total0Yangjiao Town, Baimna 3,000/10,000/3, 15,307mn2/6.6/ /10,800/5,40 64.369 2004/2005Town, Jiangkou Town, 500/2,000 0.65/3.7/3.0 0 64.3694Xiannushan Town

Water Supply Project of Phase I 2005-2005/2Dongyang Town, Beibei 20,000/Phase 11 14,667/19.7 89,000 47.0403 _District 10,000 .06

Water Supply Project of 20,000 17,240/50.0 70,000 22.7363 2CC4/2005Wansheng District

Water Supply Pipe Phase INetwork of Zhengyang 20,000/Phase 11 15,867/30.3 90,000 48.4058 2 0Bloc, Qianjiang District 15.000 2004

3.3.4. DT-|,E'lOPMENT PROGRAM FOR WASTEWATER PROJECTS

Wastewater components are frequently associated with river embankment components in orderto associate earthworks for sewer laying and dike construction.

For the wastewater subprojects under CUEP 1 New Components, components are detailed inthe following Table. For the corresponding geographical locations, pleaser refer to Figures 1, 2 3&4.

TABLE 6. DEVELOPMENT PROGRAM UNDER WORLD BANK LOAN SAVINGS

Land Use (ha).- ~ --.. Investment Start ofFunction /TP Sewageo Embank Million RMB Operation

InttgratedEnvironmental EniomtaControl of Bachuan Environmentalu3.3n11 Phase I PhaselIRiver, Huaiyuan ionfrstrcuei . 1279.0725 2006.01River, TongliangCounty

Environmental Longshui Town:Control of Laixi River 2.98 Fulong 14.1333 Phase I Phase I(section running Town: 0.553 . 193.2942 20C6.04through Longshui Mituo Town: 0.52

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Land Use (ha)Function Investment Start of

WWVITP Sewage Embank Million RMB OperationNetwork I ment

Town), Dazu County

I nteg ratedEnvironmentalControl (Phase I) of 40.2, incL. permanent 311.4346 2006.03Taohuaxi River, 34.8, temporary 5.2Changshou District

3.4. SUMMARY OF CSCP

Chongqing Small Cities Infrastructure Improvement Project (CSCP) mainly consists of bundsubprojects, water supply subprojects, infrastructure improvement and environment subprojects(wastewater) in medium- and small-sized towns under its jurisdiction. These subprojects aremostly located in the West Chongqing Corridor with convenient traffic and transportationconditions, close to Chengdu-Chongqing Railway and Chengdu-Chongqing Expressway. To giveattention to the development of other regions, particularly the economic development and cultureproperty protection in the regions of minor ethnic groups, similar subprojects have also beenplanned in Qianjiang District, Wulong County in the east of Chongqing Municipality. TheUrbanization and Environment Project is designed to increase the capacity of infrastructure liketraffic and transportation, water supply, promote industrial construction in the medium- andsmall-sized towns with integration of small town construction, environmental protection andindustrial restructuring, hasten the urbanization process and promote sustainable developmentof environment in Chongqing Municipality.

The CSCP financed with loans from the World Bank are one of the important measures forChongqing Municipality to implement the urbanization strategy. These projects and the projectsites usually have the following features:

* Close to the large- and medium-sized cities or medium- and small-sized towns planned byChongqing Municipality, the subprojects are arranged with favorable traffic andtransportation, economic and technological conditions, having sufficient labor force, landand technical resources, much potential of industrial integration and development forurbanization;

• The subprojects, mostly related to infrastructure and environmental protection in towns andcities, will a great driving force for industrial restructuring, traffic and transportationimprovement, investment environmental improvement and ecological construction in theadjacent tocvns and cities, essential to the sustainable development of the adjacent townsand cities;

* The subprojects are all urgently needful or lacking for the towns and cities to carry outindustrial restructuring, living and investment environmental improvement;

* The subprojects are closely related to fostering of the local supporting industries;

* The subprojects are mutually supplemented to each other, constituting the cornerstone forimproving the infrastructure of Chongqing Municipality for urbanization;

* The subprojects are commonly expected and supported by the local governments and thecommon people.

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4. DESCRIPTION OF THE WASTEWATER PROJECT COMPONENTS

As presented in Section 3 of this report, the CUEP 1 New Components supported by the WorldBank addresses 3 main sectors, the Wastewater Sector, the Water Supply Sector and the RiverEmbankment Sector.

The cities concerned by the wastewater component are also generally concerned by riverembankment subprojects, with the aim to better integrate pollution control and urbandevelopment. In this case, the embankment subprojects and issues are presented in the Riverembankment Sector Consolidated EA. The Present Consolidated EA addresses the WastewaterSector Component only.

4.1. PROJECT COMPLIANCE WITH NATIONAL AND MUNICIPAL STRATEGIES

This section mainly provides a consolidated description of the proposed new Components'conformity with Chongqing Urban Environment Project (CUEP I) and their compatibility withrelevant planning programs.

The proposed wastewater subprojects concern integrated environmental control of threesecondary rivers. They are designed to intercept urban sewage and deliver it to the WastewaterTreatment Plants (WWTP) constructed under Chongqing Municipality's jurisdiction. Theyconstitute complements to CUEP I. As such, they are designed to comply with the principlesformulated for the CUEP I regarding design, public involvement, resettlement, compensationand environmental protection.

As required in the Overall Planning of Chongqing Municipality and the File issued by the StateCouncil of P. R. China (GUOHAN [1998] File No.108), the urban construction and developmentof Chongqing Municipality shall be done under a strategy for sustainable development, inharmony with its economic, social, demographic, resources and environmental conditions. TheCUEP I and the WB Loan Savings subprojects comply with this overall development strategy.

According to the requirements defined in the State Council's official reply to the Water PollutionPrevention and Control Planning for the Upper Reach o' th,- Yangtze River (GUOHAN [2001]File No. 147), water quality at the main controlled sections of water areas in the upper reach ofthe Yangtze River must meet the national surface water environmental quality standardCategory IlIl by 2005 and Category II by 2010.

The WB Loans financed components of CUEP I which will actively promote industrialrestructuring, clean production and pollution control fully comply with the water pollutionprevention and control planning strategy.

Chongqing Municipality is also facing an urgent need for ecological environmental restoration.The major ecological problems include a too low percentage of forest cover of only 20.98% (theState required over 45%), difficulties in forestation; severe soil erosion (140,000,000 tVa of soiland sand flushed into the rivers); frequent natural calamities such as floods and landslides,insufficient arable land resources. To enforce the ecological conservation strategy, ChongqingMunicipality has addressed "Prevention and Control of Environmental Pollution andConservation of Ecological Balance" as one of the four priorities of economic and socialachievements by 2015. The ecological conservation planning of Chongqing Municipalityemphasizes integrated control of small river basins, the construction of water supply projects in

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the west of Chongqing, the strengthening of water pollution prevention and control of thesecondary rivers. In this respect the WB Loans financed components of CUEP I fully complywith the ecological conservation planning of Chongqing Municipality.

4.2. WASTEWATER COMPONENTS PRESENTATION

There are three wastewater subprojects using the loan savings under Chongqing UrbanEnvironment Project financed with loans from the World Bank.

The subprojects are all planned to: improve the environmental quality, enhance the urbanizationlevel; increase industrialization percentage, improve the basic environment like flood prevention,sewage treatment in central towns and cities by construction of environmental infrastructure andintegrated environmental management for urbanization, lay down solid environmentalfoundations for sustainable development with economic development in harmony with ecologicalenvironmental protection in the process of urbanization.

4.2.1. GENERAL INFORMATION

Designation, location, and main objectives of the proposed subprojects are shown in thefollowing Table.

TABLE 7. SUMMARY OF RIVER CONTROL SUBPROJECTS OBJECTIVES

No. Location Designation Main Objectives

Protect the town inhabitants and farm landIntegrated environmental control against floods, collect and treat sewage,

1 Tongliang County of Bachuan River, Huaiyuan beautify the environment, improve the overallRiver environmental quality in towns, promote the

local economic development, expedite_ ___________________ j urbanization

Protect the town inhabitants and farm landEnvironmental control of Laixi against floods, treat sewage, beautify the

2 Dazu County River (section running through environment, improve the overall environmentalLongshui town) quality in towns, promote the local economic

development, expedite urbanization

Protect the town inhabitants and farm landagainst floods, separate rainwater flow from

Integrated environmental control sewage flow, beautify the environment, protect3 Chanashou District oTahxi(as )ecosystem, prevent water and soil erosion,

-of Taohuaxi (Phase I) improve the cverall environmental quality in

towns, prL _ - the local economicdeveloprnent, expedite urbanization

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4.2.2. SUBPROJECTS CHARACTERISTICS

4.2.2.1. SUMMARY OF SUBPROJECT CHARACTERISTICS

TABLE 8. SUMMARY OF SUBPROJECTS CHARACTERISTICS

Ik Location Designation Scope of Services Characteristics

One 60,000m3'd (30,000m3/d inIntegrated Scope of services of sewage Phase I) sewage treatment plant,environmental treatment plant of 60,000m /d Grade I reinforced concrete sewage

Tongliang control of (30 000m3/d in Phase I) and sewage discharge main pipes 10.14km, Grade1 Bachuan discharge pipes: Bachuan Town with 11 reinforced concrete sewageCounty River, planned area of 20km2, Tongliang discharge main pipes 12.785km;Huaiyuan County, with population 280,000; embankments 8.748km; bundsRiver Tongliang County town area. 8.748km; riverbank and road greening

area 80,30Cm2.

One new 60,000m3/d (30.000m3/d inPhase I) sewage treatment plant,

Scope of services of 3 sewage sewage discharge pipes 22,560mEnvironmenta treatment plants and sewage (incl. revamped 3,635m) in Longshuicontrol of discharge pipes: Longshui Town with Town; one new 11,700m','dLaixi River planned area of 13km2 Dazu County, (2,000m3/d In Phase I sewage

Dazu (section with population 130,000: Mituo Town treatment plant, sewage discharge2 County running with population 28,000, Fulong Town pipes 2,977m in Mituo Town; one new

through with population 16,000. Three towns sewage discharge pipework of 8625mLongshui on Laixi River and downstream Zhuxi in Fulong Town, includir,g 6100mtown) Town, and Rongchang County, with an DN500 reinforced concrete conouit

area of 1,305kma , populanCon 990,000. from Fulong Town to Lcngshui Town,areaof 1,305m, opultion990,00. and one additional pump station;Embankment of section of Laixi Riverrunning through LongshuLi Town.

Integrated environmental control,greening, sewage interception of Grade I sewage intercection main

Integrated section Taohuaxi River from Liyuwan pipes 12,400m, Grade il main pipesChangshou environmental to Toudongyan, and New Taonua Area 7,900m, Grade IlIl main pipes

3 District control of sewage pipe network. The main scope 16,000m; Revamped river courseTaohuaxi of services: New Taohua Area bloc slope 0.7%o, river course dredge(Phase I) 6.62km2, with population of 99,100, 142,300m3; embankments 12.6km;

riverbank land 151.2ha. Scope of soil greenbelt of 10m wide 126,000m2._ erosion control 40.32ha.

In the subproject of Bachuan River, Huaiyuan River of 10.14km, reinforced concrete pipes of1.4m in diameter will be laid down in the river courses of the section from Xianyu Bridge toLongmendi. Grade II sewage discharge pipes of 12.785km will be provided with 480 rounddischarge inspection wells. One new flood-discharge sand flushing gate will be installed at Zijingand Jinyutan (shown in Figure 5). Along the riverbanks, evacuation accesses and greenbelts willbe provided.

Embankments of Laixi River (section running through Longshui Town): from the existing LongshuiWater Plant at Gaoqiaoba (as shown in Figure 6) to Wuguituo (the sewage treatment plant), theleft embankment is 4,656m long, right embankment 4,747m. Within the area the embankmentswill be made of single stone walls laid with mortar, 13m high, with top wide 0.6m, upright on thewater side, wall slope 1:0.7 on the non-water side, bottom wide 10.3m. Outside the town, theembankments will be slope protection, with side slope 1:2, top wide 1.5m.

One Grade I sewage main pipe (E, W lines) will be provided for the east and west banks each ofthe section of Taohuaxi River from Liyuwan to ToLudongyan, with Grade II and Grade IlIl pipes inthe north and south on the east bank connecting to E line. On the west bank 4 Grade II mainpipes (WA, WB, WC and WD) will be installed, with Grade II and Grade IlIl pipes connecting to Wline, joining E line via the siphon pipe at Toudong downstream to become the sewage main pipeof 9.6km long leading to the sewage treatment plant (as shown in Figure 7). The sewage pipeswill be provided with 775 round discharge inspection wells. And a vent will be arranged every500m.

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The embankments are designed as Grade IV, capable of resisting the most severe floodhappening once every 20 years. The river course, running upstream from Toudongyan (waterfall)to Liyuwan Bridge through Huangjiawan, Ranshi Bridge and Sihao Bridge, is 6,300m long, withembankment top distance 52m, bottom distance 38m. The embankments on both sides are12.6km long. The embankments are made of a combination of gravity straight walls andcompacted slopes, with straight walls of 5m high immersed into water usually, 1:02 on the waterside, slope 7.5m high in flood recession area. Embankments are 2.5m high, 1:1.6 on the waterside, planted with green grass. The 1Om wide greenbelts will 126,OOOm 2in area in total.

4.2.2.2. DETAILS ON WASTEWATER TREATMENT PROCESS

An anaerobic process followed by an oxidation ditch, shown in the figure below, would treat thetown's collected wastewater. Typical treatment process for Bachuan and Longshui is presentedbelow.

Sludge Sludgethickening Belt press

tank

Measures on raw wastewater provided the following quality information. For effluent, qualityobjective corresponds to the National standard Grade I (GB18918-2002) related to the dischargeof sewerage in a water body.

TABLE 9. EXPECTED QUALITY OF INFLUENT AND EFFLUENT (MGIL)

BODS CODCr SS NH3-N po3- _ p

Influent 130 350 150 30 5

Effluent (Grade I National Sewage standard) 20 40 20 8 0.5

Pollution abatement (ton/day for 60,000m3 /d) 6.6 18.6 7.8 1.3 0.27

4.2.2.3. MAIN FAVORABLE SUPPORTS FOR SUBPROJECTS

The integrated environmental control subproject of Bachuan River and Huaiyuan River 1supported by convenient traffic and transportation conditions, with National Highway No. 319,together with Longmen Street, Yingpan Road, Yingbin Road, Bailong Avenue and JinlongAvenue running along the subproject. Rocks will be supplied from the nearby quarries ofShaojiwan, Lanfeng of Lar,sfeng Town, Yangleba of Anju Power Station, etc. The flood controlproject of the section of Bachuan River north to Longmen Bridge has already been completed,providing experience of construction management for the proposed subproject.

Rocks for the embankment subproject of Taohuaxi River will come from Fenshuiling of BakeT own, Xiangjiazha Quarry and Xishan stone breaking yard; The intercepted sewage will collectat Toudongyan and flow through the main pipes to Guotanxi Sewage Treatment Plant with finalcapacity of 130,OOOm3 /d. Phase I of the Sewage Treatment Plant has been completed, with asewage treatment capacity of 40,OOOm3/d.

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TABLE 10. MAIN SUPPORTS FOR THE CUEP I LS SUBPROJECTS

No. Location Designation Main Support

Convenient traffic and transportation conditions: with NationalHighway No. 319 running through; Stone close to the material

Integrated environmental yard, 1 5-33km away; power for construction fed from the.1 Tongriang Hu u n Ri Town transformer; main interception pipes connecting to theCounty controln ofiachanrivr sewage treatment plant of 60,00CM3/d ; Flood control project

Huaiyuan River of the section of Bachuan River running from Longmen

Bridge northward (from Xianyu Bridge in the north toLongmendi in the south) completed.

Dazu Environmental control of Longshui Town will have a water treatment plant of2 Laixi River (section running 30, 00Cm 3/d. Convenient traffic and transportation conditions;County through Longshui town) power for construction fed from the town transformer.

Convenient traffic and transportation conditions: with thegolden Yangtze River waterway, Chongqing-Fuling

Integrated environmental Expressway, Chongqing-Wanzhou Expressway and National3 District control of Taohuaxi (Phase Highway No. 319, and Chongqing-Huaihua Railway which is

District I) under construction. Sand and stone from the nearby stonebreaking yard, 15-20km away for stone, 7km away for sand;power for construction fed from the town transformer.

4.2.2.4. EARTH1WORKS QUANTITIES

Earthwork quantities are presented in the following table. The main disposal measures are tomaximize the use of spoil for backfill, embankment roads and greening.

TABLE 11. EARTHWORK AMCUNTS OF INTEGRATED RIVER ENVIRONMENTAL CONTROL SUEPROJECTS

No.1 Locatioin ] Designation Earthwork Quantities

Excavation amount: 1,636,00Cm3, incl. earth 619,00Cm3,

Tongliang Integrated environmental stone 1,010.800m3, weir dismantled 6,200m3.,1 County control of Bachuan River, Fill amount: 1.685,40Cm3, incl. sewage treatment plant

Huaiyuan River 85,100m3, sewage discharge pipes 5,40Cm3, river coursedredge 430,30Cm3, embankment roads 1,164,60Cm'

Excavation amount of the section of Laixi River runningthrough Longshui Town 667,50Cm3, backfill amountEnvironmental control of 491,30Cm 3- excavation amount of Longshui Town Sewage

2 Dazu County Laixi River (section running Treatment Plant; 8,267m3, that of Mituo Sewage Treatmentthrough Longshui town) Plant 9,775m3 . Excavation amount of drainage pipe network

2,9237m3 . Backfill amount is equal to excavation amount.

Integrated environmental Excavation amount: 690,500m3;3 Changshou control of Taohuaxi 3

District Fill amount: 546,00Cm3. Backfill of sand and stone(Phase I) 493,00Cm 3.

4.3. IMPLEMENTATION SCHEDULE

The project will be constructed over a 2 years period, and facilities should be operational by theend of 2006.

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4.4. PROJECT COST

TABLE 12. PROJECT COST ESTIMATE

Total Investment Estimate Environmental Protection InvestmentNo. Location Designation (million RMB) (million RMB)

Integrated Investment on fixed assets 267.0809;

Tongliang environmental control of Phase I: 279.0725, resettlement compensation 6.51091,County Bachuan River, loan from WB: 106.8324 soil and water conservation 0.8608

Huaiyuan River

Environmental control ofDazu Laixi River (section Total: 193.2942, Investment on fixed assets 93.6995,

2 County running through loan from WB: 40% resettlement compensation 5.69279

Longshui town)

Changshou Integrated Total 311.4346, Resettlement 11.7752;3 Ditit environmental control of lafoW:1717 soil and water conservation 0.7683;

Taohuaxi (Phase I) greening 19.6171

SO0G:Dz -eY -N r3 v.......U :!3 R.,17 AP- ,,PAD. 25

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5. WASTEWATER PROJECT ALTERNATIVES

5.1. GENERAL OBJECTIVES OF CUEP1

The objective of the Project is to assist Chongqing in the first phase of its long termenvironmental improvement program to: (a) improve urban environmental services with a view toreducing environmental degradation of its water and land resources; (b) provide an adequatesupply of safe water to its growing urban population and economy; (c) maintain water quality atlevels which are compatible with the needs of the wider Yangtze River basin and of the ThreeGorges Reservoir.

5.2. M'YA1A IA CRITERIA rOR AL-ERNAT-!/E SELECTION

Various alternatives were considered prior to project definition, which were compared based onthe following main selection criteria:

* Site location for the treatment plant: comparison was mainly based on distance of site toserviced area (length of main sewers), to nearest access road and receiving river (length oftreated effluent outlet);

a Site land use: this criteria considers basically land acquisition and resettlement needs forthe plant. However this criteria was not found critical as alternative sites anticiPated were allcultivated land;

* Receiving river Function Class: not a critical criteria as the alternative plant sites wereconsidering the same rivers for discharging treated effluents;

* Topography: a major criteria as it influences the gravity flow and the earthwcrks for layingthe mains;

* Process and design: Criteria is mainly based on investment cost and operational easiness.

5.3. ALTERNATIVE WITHOUT PROJECT

Without project, the already poor water quality of the Chongqing Municipality rivers will continueto degrade, resulting in the progressive vanishing of the river life, and eventually increasedpollutant and nutrient load to the Three Gorges Reservoir, speeding up the eutrophicationprocess of the water body with disastrous results on reservoir ecology, fisheries and water uses.After completion of the Three C-,orpe- R.eservoir, the water velocity i . ', a River will falldown to 0.38 m/s from the present b.8 m/s, causing a significant reduction in the self cleaningcapacity, which in return would probably cause the pollutant concentration in the river sectionsrunning through the central urban districts to increase by 34.5%. Urgent action is required toavoid the urban branches of the Yangtze river system to turn into open sewers.

The WB Loan Savings Components related to the wastewater sector will reduce by more than3,00C ,Lons/year the BOD5 load presently discharged in the Bachuan, Huaiyuan, Laixi andTaohuaxi rivers, all parts of the Yangtze basin. The whole wastewater component project under

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development will achieve the treatment of almost 600,000 m3 /day of urban wastewater, whichwill eventually correspond to a pollution abatement of 26,000 t/year.

Aside from river quality improvement, necessary improvement of sanitation and public health inurban areas totalizing several millions population is not questionable, mainly after those recentand threatening experiences with new viral epidemics which spread easily through waste water.

Both in terms of economic development, public health and environment, the "non project"situation is not an acceptable alternative.

5.4. ALTERNATIVE LOCATION OF FACILITIES

5.4.1. FOR BACHUAN RIVER AND HUAIYUAN RIVER

For sewage treatment, Mandongzhipo is proposed for the site and route selection. Jinyutangacts as an alternative (see location on Figure N°5 in Appendix 2). The concepts are compared inthe following Table.

TABLE 13. CONCEPT COMPARISON FOR SEWAGE TREATMENT SITE AND ROUTE SELECTION

Criteria Mandongzipo Plant Jinyutang Plant(Alternative 1) (Alternative 2)

Geographical conditions Located south of Bachuan Town and 3km Located southeast of Bachuan Town anddownstream Huaiyuan River. 5.5km downstream Huaiyuan River.

Topographical conditions Sewage flows to plant by gravity; F Intermediate pumping is required.no pumping required.

1 km from Tongliang substation 2km from Tongliang substation

0.3km to municipal water supply network 3km to municipal water supply networkExternal conditions 40-300 m to city main roads 3000 m to city main roads

7km between sludge outlet and municipal 9km between sludge outlet and municipalwaste landfill waste landfill

Mains: 11.42km; Mains: 13.82km;Sewage treatment plant Secondary network: 10.45km Secondary network: 10.45km(30,000m3/d in Phase I Pumping station: 1and 60,00m3/d in Phase II) Capacity: 30,000m3/d in Phase I and

60,00m /d in Phase II

Land req' -ment and land About 4.3 ha of agricultural anf sub-urban Same land requirement as A!ter -vc 1use land

Sensitive areas No particularly sensitive area close to site No particularly sensitive area close to site

Total investment: 111.49 (of which 46.77 for treatment plant 120.91 (of which 47.95 for treatment plant(million RMB) and 64.72 for sewer network) and 72.97 for sewer network and

intermediate pumping station)

Manpower: Person Manpower: 40 persons Manpower: 43 persons

5.4.2. FOR LAIxI RIVER

For sewage treatment, Wuguituo is proposed for the site and route selection. Niujiawang acts asan alternative(see location on Figure N°6 in Appendix 2). The concepts are compared infollowing Table.

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TABLE 14. CONCEPT COMPARISON FOR SEWAGE TREATMENT SITE AND ROUTE SELECTION

Criteria Wuguituo Plan Niujiawang Plant(Proposal) (Alternative)

Geographical Located on downstream of Laixi River and Located on 700 m south of Wuguituo. Onconditions 2km west to town center. On windward side windward side of min. wind frequency.

of min. wind frequency. Sewage pipeline is200m longer than that in alternative.

Relocation status Limited resettlement required by the WWTP Limited resettlement required but need ofhigh voltage line relocation.

Topographical Sewage can flow into plant by gravity. Sewage can flow into plant by gravity; noconditions no pumping required pumping required. However, very large

volume of earthworks required.

Land requirement and About 3.78 ha of cultivated area; no building Same area as Alternative 1 in cultivatedland use demolition required. land

Sensitive areas No particularly sensitive area close to site No particularly sensitive area close to site

1km to substation in industrial park 1km to substation in industrial park

External conditions 2km to municipal water supply network 1.5km to municipal water supply network

500mm to Shunlong Road 1 00mm to Shunlong Road

In the absence of major environmental and social impacts attached to one particular alternativesite, the selection of the most appropriate option was mainly built upon technical and cost relatedcriteria.

W. .;OF, ,1-A,X ,!.A,' JEEr .N C,,l. .. rl - ;-,

This project is mainly a river embankment project, to which extension of main sewers is attachedin order to benefit the works required for dike construction. There is no real sewer alternativeroute other than the dike location alternatives presented in the concerned consolidated sectorEA.

5.5. A E_-ERNATIVE CE i3 l & T W jm\ENT D.' S S

Mituo Town, Fulong Town and Longshui Town are distributed along both east and west banks ofLaixi River, 4 to 8km from each other. The process design analysis compares 4 options toestablish sewage treatment plant:

Option 1: Mituo Town, Fulong Town and Longshui Town each build up one sewage treatmentplant with capacities of 1,500m3/d, 2,OOOm3/d and 30,00Om 3/d respectively in Phase I;

Option 11: Mituo Town and Longshui Town each build up one sewage treatment plant withcapacities of 2,000m3/d and 30,000m3/d respectively in Phase l;

Option III: Longshui Town alone builds up one sewage treatment plant with capacity of30,000m3/d in Phase l;

Option IV: Fulong Town and Longshui Town each L'jild up one sewage treatment with capacitiesof 2,500m3/d and 30,000m3/d respectively in Phase 1.

For the site selection concept of sewage treatment plant, Option I features short sewageinterception main and short laying depth, no pumping station required, convenient constructionaccess, easy management during operation and lower investment. Considering the planning ofthe three towns' development and the feature of Fulong Town, which is a simple agriculturaltown, with limited sewage of standard domestic quality and located near Longshui Town, it is

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recommended to intercept its sewage and send it to treatment plant in Longshui Town. Option IIIis the preferred option.

The design compares the Oxidation Ditch and Sequential Batch Reactor (SBR) to be used forsewage treatment and plant operation. The Oxidation Ditch is proposed because of lowerinvestment and easy operation management.

5.6. ALTERNATIVE MANAGEMENT FOR SLUDGE

The network will collect a significant proportion of industrial effluent, with the risk of accumulationof contaminants as heavy metals in the sludge. For this reason, sludge reuse is not consideredas an acceptable alternative.

According to Chinese regulations, the quality of sludge leaving the WWTP must satisfystandards which can only be complied with after a stabilization process. Sludge will then bestabilized prior to disposal in suitable sanitary landfills. Alternative without stabilization is thus notconsidered.

P w29

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6. BASELINE ENVIRONMENTAL CONDITIONS

6.1. PHYSICAL ENVIRONMENT

Chongqing is also called Yu in Chinese for abbreviation, and one of the four municipalitiesdirectly under the Central Government, located at latitude between 28010' and 32013' north andat longitude between 105011' and 110011' east. Chongqing, with a total area of 82,403km2,bounds on the west by Sichuan Province, south by Guizhou Province, east by Hubei Provinceand north by Shanxi Province, and connects the eastern China well developed to the westernChina abundant in resources.

Chongqing is located in central part of Southwest China and in a center strip of GreatDevelopment of West China. Chongqing is also a very important central municipality onupstream of The Yangtze River, and acts as an important industrial base, transportation centerand trade port in China.

For Changshou District, Dazu County and Tongliang County, which involve integrated rivercontrol, the specific locations of them in Chongqing administrative region are shown in theattached drawings(Appendix 2).

C.6.1. CL!MATE

Chongqing is lccated in medium sub-tropical humid monsoon area, and features hot-summer-cold-winter, rich but seasonally uneven rainfall, high humidity, cloudy weather, long frostlessperiod and low wind speed. The average annual temperature is 16.9-18.8 OC, and averageannual, rainfall 814.8-1229mm, average annual relative humidity 77-81%. The leading windthroughout the year is of NE wind and N wind with average annual speed of 0.7-1.7m/s: Somearea is affected by the local terrain where the leading wind has the same direction as the valleyextends.

6.1._. HYDROLOGY

Chongqing is dominated by low mountains and hills, and suffers from the serious soil erosion.There are more than ten rivers, small or large, such as The Yangtze River, Jialin River, WujiangRiver, Daling River across Chongqing. But 96.9% of water resource is of passing waterresource, and therefore the water resource utilization per capita of Chongqing is only 720m3/aChongqing, amounting for 33% of the national average. There is lack of water in the western,southeastern and northern Chongqing.

Bachuan River originates from somewhere to the n. .h of Bachuan Town and runs through thistown, and finally joints the Huaiyuan River between Bailong Bridge and Yandu Bridge. BachuanRiver is 14.02km long and covers the basin of 57.8km2, with average annual flow of 0.68m3/s.Huaiyuan River originates in Dazu County and runs into Tongliang County through Tuqiao Townand then runs through Quande, Shixiang, and finally joins Xiaoanxi River in the place namedHetanshi located in old downtown of Tongliang County. Huaiyuan River is 73.1km long andcovers the basin of 536.3km2, with average annual flow of 6.44m3/s.

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Laixi River is the main river and also the potable water source in Dazu County. It originates inBeiyun Village, Tianshan Town, Dazu County and runs through Zhongao, Longgang, Longshuiand Zhuxi up to Rongchang County, and then joins Tuojiang River in Hushi Town, Luxian Countywhich finally joins The Yangtze River. Laixi River in Dazu County is 71.4km long and covers thebasin of 929.3km2, with average annual flow of 12.57m3/s.

Taohuaxi River in Changshou District is the one of the major branches to The Yangtze River. Itoriginates in Wangshaopo of Xishang Mountain in Changshou District, and runs through Yihe,Shiyang, Gelang, Tiantai, Xlnshi, Fuhe, Bake, Duzhou, Fengcheng and joins The Yangtze Riverin the place named Shiliangzi, Hejie, Changshou District. Taohuaxi River is 65.1km long withaverage multi-annual flow of 5.98m /s.

6.1.3. SURFACE WATER QUALITY

Water quality monitoring data for river sections of Huaiyuan River upstream and downstream inMay 2003; monitoring data for ambient air quality and environmental noise level in May 2003,done by Environment Monitoring Station of Tongliang County.

Water quality monituring data for river sections in the vicinity of various proposed sewagetreatment plants along Laixi River, ambient air quality and environmental noise level in July2003, done by Environment Monitoring Station of Dazu County.

Water quality monitoring data for river sections from Gelan Bridge to Andao Bridge acrossTaohuaxi River in 2002, for ambient air quality in Feb., 2003, and for environmental noise levelrelated to the proposed project in June 2003, done by Environment Monitoring Station ofChangshou District.

Surface water of these 3 secondary rivers related to the proposed projects is severely pollutedand ail main pollutants fail to comply with the standards. Serious failure of conformance of BOD 5in Taohuaxi River and NH3-N and Total-P in Three Rivers, mainly result from the domesticsewage and irrigation effluent which are directly discharged into rivers without treatment. Forpetroleum pollutant and COD, the pollution level at and over Grade V may result from thedischarge of industrial waste water along the rivers.

TABLE 15. DATA ON WATER QUALITY

Surface water pH DO COD BOD5 Petrol NH3-N Total P gCrolufpm

Huai- Measured 7.52 3.64 42 6.34 3.72 5.82 0.944yuan value_ Iriver Grade III IV Over V III Over V Over V Over V Value 50 to

I I I~~~~~~~~~~~~~~~100% above

Laixi Measured 7.04 51 3 4 0.701 1.07 0.242 standardsaii value .Maximum

river value approx.Grade IlIl Over V III V IV Over V 103 times

Taohuaxi Measured 7.33 4.94 30-40 6-10 0.5-1.0 1.5-2.0 0.3-0.4 standards,iver I

Grade IlIl IV V V V V Over V

Grade E of water 5mg/L 20mg/L 4 mg/L 0.05 1.0 mg/L 0.2 mg/L 10000 /Lsfp nda rd malL

Grade IV of water 6-9 3mg/L 30mg/L 6 mg/L 0.5 1.5 mg/L 0.3 mg/L 20000/Lstandard .1mgIL

standard 2mg/L 40 mg/L 10 mg/L mg° 2.0 mg/L 0.4 mg/L 40000/L

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6.1.4. AIR QUALITY

The data on current situation of environmental qualities are shown in following Table. From thistable, it is observed that ambient air quality and noise level in assessed areas are acceptable.Excluding the sound caused by dogs, frogs and insects in the monitoring data, the noise levelcan conform to Grade II of noise standard in downtown area, and the ambient air quality canconform to Grade II of ambient air quality standard.

TABLE 16. STATISTICS ON AIR AND NOISE CONDITIONS

Ambient air SO2, mg/r 3 NO2, mg/r 3 TSP, mg/r 3 H2S

Current average Tongliang: 0.102 0.092 0.194 /daily concentrations: Dazu: - 0.06 0.009

GB3095-1996 Changshou: 0.057 0.022 0.224 /H2S: GB18918-2002 Rating: < 0.68 < 0.77 < 0. 75 < 0.15

PlantClass II standard 0.15 0.12 0.30 boundary

0.06

Noise Environment Area Daytime, dBA Night, dBA Remarks

Proposed sewagetreatment plant in 53.9-72.6 53.9-73.7 SoundEnvironmental noise Tongliang made by

standard indowntown area: Longshui Town 45.8-65.3 41.1-48.8 dogs,GB3096-93 irogs anControl strip along 45.5-55.3 36.0-43.1 irsects

Changshou River .

Grade II standard 60 50

6.2. ECOLOGICAL ENVIRONMENT

6.2.1. VEGETATION

The soil in assessed area is of paddy soil, violet soil, yellow soil and alluvium. Main terrestrialvegetation consists of ever-green board-leaved forest, coniferous forest, bamboo forest andever-green bush. The forest coverage in related county and district ranges from 24.5% to 27.6%.Dazu County has been awarded granted the Ecological Agriculture Achievement County inChina. In addition to the usual trees such as cypress, horsetail pin and fir, Chongqing has rareplants such as gingko, yellow thorn, Nanmu and Metasequoia.

Areas anticipated for the development of the WWTP are both agricultural land with only sparsesecondary vegetation of shrubs and trees.

6.2.2. WILDLIFE

Aquatic ecological systems mainly consist of fishes, poultry such as goose and duck and smallamounts of aquatics ahd amphibian such as frog. Due to serious water lack in westernChongqing, there are many man-made dams and reservoirs in the basins of the secondaryrivers therein.

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6.2.3. PROTECTED OR RESTRICTED AREAS

There is no area of special environmental protection (nature reserve, historical site) concernedby the project development.

6.2.4. AQUATIC ECOLOGY

Limited information does exist on the aquatic ecology, except the fact that water pollution in theareas concerned by the project has seriously altered habitats and biodiversity. There is noorganized fisheries at least in the river reaches located in the vicinity of the project sites.However, some isolated fishermen can be observed along the rivers using rods (close to citiesand in the most polluted sections of the river) or using otter or gill net from small boats.

Aside from liquid effluents as sewage, urban river reaches are heavily polluted by the directdischarge of solid waste in numerous places.

6.3. SOCIAL AND CULTURAL _ 'I'r1,Jl

1.3.1. PCIOULA710') ?7C='-=

Current population in Tongliang County is approx. 808,000, of which rural population amountsfor 85.6% and urbanization rate is only 20%. The integrated environment control for BachuanRiver and Huaiyuan River mainly involves Bachuan Town, capital of Tongliang County.According to the schedule, the population in Bachuan Town will come up to 150,000 to 280,000in the period of 2005 to 2020, of which the urban population amounts for approx. 41 % to 54%.

Current population in Dazu County is approx. 925,000, of which rural population amounts for86.3% and urbanization rate is 22.8%. The integrated environment control for Laxi River mainlyinvolves Longshui Town, Fulong Town and Mituo Town. According to the schedule, thepopulation in Longshui Town will come up to 75,000 to 130,000 in the period of 2005 to 2020,the population in Fulong Town will come up to 5,600 to 16,000 in the period of 2005 to 2020 andthe population in Mituo Town will come up to 7,000 to 28,000 in the period of 2005 to 2020.

Current population in Changshou County is approx. 875,000, of which rural population amountsfor 81%. The integrated environment control for Taohuaxi River mainly involves Duzhou Townand New Taohua Town. The constant population in Duzhou Town and along upstream ofTaohuaxi River are approx. 40,000. According to the schedule, the population in Nev.' TaohuaTown will come up to 100,000.

6.3.2. INDUSTRY AND LOCAL ECONOMY

In 2002, GDP in Tongliang County is 5.03 billion RMB, of which the primary, secondary andtertiary industries respectively account for 20.3%, 42.5% and 37.2%.

In 2002, GDP in Dazu County is 4.81 billion RMB (Longshui Town and Fulong Town respectivelycontributes 1.028 and 0.0978 billion RMB), of which the primary, secondary and tertiaryindustries respectively account for 23.78%, 36.27% and 39.95%.

Longshui Town acts as an economic center town in Dazu County while Fulong Town and MituoTown are established to mainly serve the villages around them. With the development ofagriculture industrialization, the town scale and urbanization level will be expanded and improvedgradually.

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In 2001, GDP in Changshou District is 5.57 billion RMB. In Duzhou Town and New TaohuaTown along the both banks of Taohuaxi River are mainly distributed the industries of ceramic,fertilizer, natural gas and machining.

6.3.3. INFRASTRUCTURES & SERVICES

So poor are the Infrastructure and flood-proof & drainage facilities in various towns alongBachuan River/Huaiyuan River in Tongliang County, Laixi River (hereinafter called Three Rivers).in Dazu County and Taohuaxi River in Changshou District, which are proposed for integratedenvironment control, that industrial waste water without due treatment and qualification fordischarge combines with the poor-treated agricultural waste water, domestic sewage and rainfallto flow into the rivers.

Flood-proof project has already completed for the section of Bachuan River within BachuanTown ranging from Xianyu Bridge north to Longmenti south, and waste water interception mainshave been laid onto the river bed in this section of Bachuan River. Water supply plant' in thenorth of Bachuan Town can supply water of 30,000m3 /d. Sewage is collected in the masonryconduits and then discharged into Bachuan River and Huaiyuan River. Due to impact fromindustrial waste water and domestic sewage, approx. 30,000t of waste is disposed at discretionat suburb and along both banks of the rivers. It thus causes serious organic pollution in riverwater bodies and terrible odor, and makes the rivers full of floating and foam. As a result, the cityappearance and people's mental and physical health are seriously deteriorated.

Longshui Town, Fulong Town and Mituo Town each has one water supply plant which cansupply water of 30,00Om 3/d, 1 ,500m 3/d and 2,300m3/d respectively. The water supply pipeworkfor Longshui Town and Fulong Town are 42km and 5.2km long respectively. The drains for theabove-mentioned three towns are 36000m, 350m and 350m long respectively and mainlyccnsist of masonry conduits. At present, the sewage drains are troubled by small cross sections,out of maintenance after years of service, popular collapse and serious silt-up. The limitedcapacity of drain easily leads to flood throughout downtown area in case of heavy rain. Only inthe section of Laixi River running through the center of Longshui Town exists 1km long masonryriver banks. Along banks of other sections of this river are piled by waste.

In Changshou District, there are two water supply plants: Ximen Water Supply Plant(36,000m /d) and No.2 Water Supply Plant located in Miaoshanpo. Domestic sewage is mainlytreated in septic tanks and then discharged. In downtown area, there are approx. 150 septictanks with a total capacity of approx. 8,000m3. Except the newly built residence areas whererainfall and sewage are respectively drained, rainfall and sewage are combined for drainage inother areas. The masonry drains are 10km long and carry the most of sewage into TaohuaxiRiver.

6.3.4. QUALITY OF LIFE

In 2001, the GDP per capita of Tongliang is 5445 RMB. Bachuan Town is awarded "IdealEnvironment for Human Habitant in China" and "Small & Civilized Town in China ".

Longshui Town is an economic center of Dazu County with developed business of hardware and,r:tium-specific chemic2l indt-try and has ample tourist resource of far-, - Longshui Lake.

Residents in urban and rural areas enjoy a growing incomes and impro.i,~ living standards.One employed person has an average wage of 8809 RMB per year while one person incountryside has an average income of 3456 RMB per year. Longshui Town is also one of 58demonstration towns in national small town construction plan.

In Changshou District, one employed person has an average wage of approx. 10,000 RMB peryear and enjoys a living standard like the people in Chongqing Municipality.

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6.3.5. CULTURAL AND ARCHAEOLOGICAL VALUES

There is no relicts of cultural or archaeological value identified and reported from the projectsites.

6.3.6. SENSITIVE SITES

Due to the location of the project components either in urban areas or sub-urban agriculturalland, there are no ecologically sensitive areas neither protected areas identified near the projectsites.

No site of particular sensitivity is observed near the proposed WWTP sites. Urban areas arelocated at least 100 m from the WWTP borderlines.

In Tongliang, two sites of particular sensitivity to noise have been identified, located close to theriver embankments works and which could, in the future, be affected by the road traffic on theembankment: a residential area and a primary school.

In Longshui, two primary schools are located close to the future river embankment.

In Changshou, no site of particular sensitivity is observed.

These sites are indicated on the maps presented in Appendix 2.

S.4. MA*INl -.YNVli^RC:P 'l',l_ l-, ISSUES AND ,CE-L_H?1S

3.4.1. INDUSTRIAL POLLUTIC;j

Except iarge- and rnedium-sized state-owned enterprises in the proposed areas, most of themedium- and small-sized enterprises lack appropriate sewage treatment facilities and contributeheavily to the pollution load in the proposed rivers (Huaiyuan River and Bachuan River inTongliang County, Laixi River in Dazu County and Taohuaxi River in Changshou District).Therefore, the industry and economy structures in these areas need to be re-organized. Themanagement shall be standardized. The pollution must be controlled from pollution source.

Based on following tables, it is observed that most of the industrial wastewater fail to meet thedischarge si- - -rds, and contribute as a main water poliution source in the project areas. Th-counter-me1_-uit.,' in the corresponding counties and district are to adjust industry structure andeliminate the enterprises with high consumption of resource and energy and serious pollutions;and organize smaller enterprises in industrial parks. Based on central treatment of chromium-bearing waste water produced during electroplating, the industrial park in Longshui Town willintroduce complete set of treatment facilities to improve further the treatment on chromium-bearing waste water, so as to meet the discharge standard even when the park is expanded.

TABLE 17. EMISSION STATUS OF THE MAIN INDUSTRIAL POLLUTION SOURCES IN THE PROJECT AREAS

vWW COD Suspen BOD5 1 Sulphide NH3-NPollution source River effluent t/y ds tly t' t/y Vy

1 04M3/y

Tonglianig Tianqing Strontium Huaiyuan 23.9 52.5 102.6 / 4.18 233.7Product Works River

Tongliang Fine Chemica! 3.3 7.68 11.90 I 0.17 0.44Product Comparny

. long:~u;i~ ing~o Sta 5rrontium 1.5 40.7 1.92 53.8 27.74Product Company 5 7 I 9 ...

Cp,r-H - SYN N`J2 3-5Cr22 PR*- LP; 35

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CONSOLIDATED EA FOR WASTEWATER COMPONENTS

WW COD Suspen BOD 5 Sulphids NH3-NPollution source River effluent t/y ds Uy tVy t/y t/y

1 04m 3/y __ _ _ _ _ _ _ _ ---

Tongliang Yeshoubao Amylum 0.03 0.82 0.091 0.51Sugar Works

Chongqing Linda Industrial Co., 9.4 2.63 12.55 / /Ltd.

Subtotal in Tongliang Town 38.13 104.33 129.1 0.51 58.15 261.88

Chongqing Dazu Hongdie 4 7 2.7 2. .6Strontium Industry Company 4347 27.67 22.9 / 0 162 _

Industrial Park of Longshui Laixi River 173.38 170 / 30 / Cr3 0.18Tow n __________ _________

Discrete metal working /enterprises

Subtotal Longshui, Fulong and Mituo Towns / 4279.6 / 1834.1 / 373.3

No.2 Cement Works in 6.0 13.43 4.76 7.6 1.76Changshou District

Changshou Geshou Coal- 1.5 3.36 1.19 1.9 / 0.44washing Works

Changshou Central Coal- 1.0 2.24 0.79 1.27 0.29washing Works Taohuaxi ,

Chongqing Yugui Cement River 1.5 3.36 1.19 1.9 0.44Works

Changshou Bake Yeyang I i /Machinery Works 5

Changshou Xishang Coal Mine 73.0 163.37 57.91 92.47 21 45Works

Subtotal in Changshou District 83.0 185.76 65.84 105.14 I 24.38

TABLE 18. DISCHARGE STATUS OF INDUSTRIAL WASTE WATER IN PROPOSED AREAS (MG/L)

Pollution source COD Susp. solids BODs Sulphide NH3-N

Tongliang Tianqing Strontium Product Works 219.7 429.3 I T7.5 977.8

Tongliang Fine Chemical Product Company 232.7 360 6 5.2 0 44

Tongliang Xianfeng Strontiu. Product 2713 128 / 3587 1849Company

Tongliang Yeshoubao Amylum Sugar Works 2733 303 1700

Chongqing Linda Industrial Co., Ltd. 28 133.5 | /

Chongqing Dazu Hongdie Strontium Industry 63.7 52.7 ,' 0.37 /Company

Industrial Park of Longshui Town 100 17.3 Cr6 0.1

Discrete metal working enterprises _ /

No.2 Cement Works in Changshou District 223.8 79.3 126.7 .

Changshou Geshou Coal-washing Works 224 79 3 126.7 29.3

Changshou Central Coal-washing Works 224 79 127 / 29

Chongqing Yugui Cement Works 224 79.3 126 7 29.3

Changshou Bake Yeyang Machinery Works /

Changshou Xishang Coal Mine Works 223.8 79.3 126.7 / 29.4

Class I of discharge standard 100 70 20 1.0 15

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It is estimated today that the potential contribution of the industrial wastewater to the WWTPinflows may represent 9.4% for Mandongzhipo WWTP (Tongliang) and 16.5% for WuguituoWWTP (Dazu). Proportion of industrial wastewater and its treatment measures and plans forTongliang and Dazu are detailed hereunder. For the sewer network extension in Taohua(Changshou), there will be almost no industrial flow as Taohua new township will be mainly thelocation of government agencies and residential area.

6.4.1.1. INDUSTRIAL WASTEWATER PROPORTION AND ITS TREATMENT MEASURES AND PLANS IN TONGLIANG

Tongliang has 65 industrial enterprises with considerable sizes, including silk, machinery,petroleum chemicals, construction materials and food processing, mainly located in BachuanTown, capital town of Tongliang County.

Industrial wastewater and domestic wastewater generated in Bachuan Town are dischargeddirectly into Bachuan River and Huaiyuan River without any treatment. At present, the rainwaterand wastewater are combined for discharge and most of sewers are of concealed stoneworksewer. Main polluters of industrial wastewater include Chongqing Longzhu Electricity Co., Ltd.,Tongliang Silk Co., Ltd., Tongliang Tianqing Strontium Salt Company, Fine ChemicalsCompany, Xianfeng Strontium Salt Company, Yeshoubao Amylum Sugar Factory and LindaIndustries Co Ltd. According to preliminary estimate, there is approx. 2570m3/d of industrialwastewater in Bachuan Town, accounting for about 9.4% of the total effluent wastewater ofBachuan Town at present.

According to planning, rainwater and wastewater are discharged separately in Bachuan Town.For Chongqing Longzhu Electricity Co., Ltd., most of wastewater is indirect equipment coolingwater, which will be recycled as much as possible to reduce effluent. For Tongliang Silk Co.,Ltd., the current wastewater treatment equipment can treat wastewater at a rate of 450m3/d,For other enterprises, the wastewater generated by them needs to be respectively treated bytheir own wastewater treatment equipment for qualified discharge into municipal sewer system,from which the wastewater is sent to the proposed wastewater treatment plant for centraltreatment.

6.4.1 .2. INDUSTRIAL WASTE'YATER PROPCRTiON AND ITS TREATMENTJT MEASURES AND PLANS IN DAZU

Longshui Town is the biggest market of small hardware in southeast China, an economic centerof Dazu County and also short listed in the town reform in China. Longshui Town sees somedevelopment of new and hi-tech industry such as vehicle and motorcycle spare parts businessdeveloped on basis of small hardware.

According to industrial wastewater and domestic wastewater discharge data about enterprises inind6strial park of Longshui Town, it is preliminarily estirnated that industrial wastewater isap,rox. 3300m3/d, accounting for 16.5% of the total effluent wastewater from Longshui Town atpresent.

According to the planning of the town, rainwater and wastewater are discharged separately inLongshui Town. In the Industrial Park of Longshui Town is located central treatment facility forelectroplating wastewater at a planned capacity of 1000m3/d (200m3/d at present). According tothe principle of separate discharge of rainwater and wastewater in industrial zone, the productionwastewater is discharged at rate of 1500m3/d, and treated by combination of separate andcentral treatments. Electrop!ating wastewater is treated within the electroplating area. Domesticwastewater is treated in H: domestic wastewater treatment facili;y featuring high efficiency andzero energy consumption or septic tank in the near future, and will be treated in wastewatertreatment plant of Longshui Town for discharge up to standard in the far future. Other productionwastewater will be treated by various works in industrial zone for discharge up to standard.

Industrial wastewater from Hongdie Strontium Business Company is about 380m3/d and istreated for discharge up to standard.

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According to the planning of Longshui Town, industrial wastewaters from other small hardwareindustries shall be first treated in various works up to standard and then join the municipal sewersystem for central treatment in the proposed wastewater treatment plant.

6.4.2. POOR INFRASTRUCTURES

There are generally poor infrastructures regarding flood control and sanitation facilities in varioustowns along Three Rivers proposed for integrated environment control. Domestic refuserequires urgent improvement for collection, transport and disposal. Industrial waste water isseldom treated and has a high pollution level. Without due treatment, industrial waste water,agricultural waste water and domestic sewage are discharged into Three Rivers without control.

6.4.3. RIVERS NEED TO BE CONTROLLED

Three Rivers feature seasonal flood, which is caused by the storms and has the sameoccurrence frequency as the storms. Due to the fact that flood-proof capacity for Three Riverscan not resist the flood which may take place every ten years, the Three Rivers basins oftensuffer from flood. According to the statistics from weather forecast stations, 39 floods took placein Tongliang County during the recent 44 years from 1950 to 1993. During the period of gth to10 h, July, 1989, there was 218mm of rainfall in Tongliang County and Bachuan Town wassurrounded by the flood, where 10 streets, 30 enterprises and 6 schools was flooded, 2456rooms, 6.9 hectares of vegetable field and 213.3 hectares of farmland was ruined by flood, andabout 10,000 people suffered from that flood. Also Taohuaxi River and Laixi River have sufferedfrom frequent flood. Since 1949, Taohuaxi River witnessed 4 great floods.

Due to impact from industrial waste water and domestic sewage and undue waste disposal, thesecondary branches to The Yangtze River, located in Three Rivers basins, are full ofcontaminated flow during rainy season and become hotbed of the fly and mosquito. Wastecauses serious organic pollution in river water bodies and terrible odor, and makes the rivers fullof floating and foam. Thus the city appearance and people's mental and physical health areseriously deteriorated.

Therefore, it is urgent to improve the weakness of current infrastructure in those towns and tocontrol the environment pollution in Three Rivers basins, which otherwise can not provides solidfoundation for urbanization. For this reason, the proposed sites for sanitation also benefit anintegrated approach and include a river embankment program, which components areaddressed in the Sector Specific EA on River Embankments.

6.4.4. ENVIRONMENT CONDITIONS FOR INTEGRATED RIVER CONTROL

From macro point of view, Chinese government introduces the strategies of great developmentof the West, improvement of urbanization, strengthening of ecological environment constructionand ecological reservation upstream The Yangtze River, which provides internal beneficialconditions. Based on analysis of local resources, position and economy advantages sinceChongqin, b-came the 4th municipality directly under Central Government, the World L.ai,.decides to make an investment in this key area of great development of the West. Therefore,this investment not only helps Chongqing improve environmental infrastructure and promoteslocal economy, but also establishes a friendly statue of the World Bank as a constant helper fordeveloping countries and areas while at the same time benefiting the World Bank by return ofthe investment.

From the point view of Three Rivers basins, the local governments fully realize the importance ofenvironmental infrastructure construction. Poor environment means weak urbanization andunsustainable development. Therefore, the local governments pay much attentions on the

SCGR4AH - BYYN - N°2 35 0032 1 R31- AL -- 2004 PA-- 38

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proposed integrated river control in their respective development plans and give them the prioritywith respect to allocation of finance resource.

In some areas adjacent to the towns, the riverfront has already been treated and certain resultsand experience are made.

In addition, Three Rivers are considered Mother River for the local people. The integrated rivercontrol will be good for their essential interests and therefore gain general support from them.

The construction materials to be used in integrated river control projects are available in therelated countries and district, which reduces the intermediate links of transportation andmanagement and therefore makes the project cost controlled in a reasonable way.

_3^ R A : - i2 3 2 39

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7. IMPACT ASSESSMENT & MITIGATION

7.1. GENERAL

This chapter discusses the impact of the proposed sanitation sub-components of theCUEP 1 Loan Savings on the physical and human environment. Topics covered include:

* Impacts on the surface water environment;

* Impacts on air quality;

* Impacts of noise;

* Impacts of solid waste;

* Impacts on ecological resources;

• Social Impacts including land acquisition and resettlement;

• Economic Impacts; and

n Accidental Impacts.

The overall impact of CUEP 1 New Components on the environment will be highly beneficial,particularly on the improvement of the river water quality and on the public health. It is notanticipated that the implementation of the project will involve unmanageable negative impacts.

The proposed wastewater components will have many positive effects, most notably:

* Improve water quality of the Bachuan, Huaiyuan, Laixi and Taohuachi rivers and eventuallyof the aquatic ecological environment of the Three Gorges Reservoir.

* Enhance urban construction level of Chongqing Municipality, reduce impact of untreatedwastewater on drinking water sources and improve urban landscape.

• Improve urban sanitary conditions and enhance public health level.

Prediction and analysis of future water quality conditions in the rivers where treated effluent willbe discharged are presented in this section. Odor and noise pollution from wastewater treatmentplants, pump station and sludge management are also assessed in the report, using standardair dispersion model.

Construction activities for wastewater treatment plants, pump stations and pipe network maycause noise, dust, fumes emission, nuisance for the residents, traffic jam, temporary cut-offwater and .cs bUpi;1. These issues are tempnrc.. only and their impact can be sig '; -intlyminimized or by appropriate construction management practices and appropriate constfuctionmonitoring. For all these issues. mitigation measures are proposed and developed further in thisreport (see chapter on Environmental Management Plan).

SOCC-RAH - By! - N'2 35 0032 . R3 - . P-2,-, E.: 4 0

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7.2. POTENTIAL IMPACTS & MITIGATION DUE TO PRCOJECT LOCATION

7.2.1. PERMANENT LAND OCCUPATION AND RESETTLEMENT

In general the potential impacts of land acquisition for the Chongqing Environment Project aremainly imposed on the adjacent towns and rural inhabitants due to the land use by sewagetreatment plants, pipes and embankments. As occupied is a part of flood land whose actual useis restricted to a certain extent, involvement of housings which have to be relocated or tillablefields which have to be occupied is relatively low, the apparent impacts mainly happen during theconstruction period. After the construction, as the river banks are renovated, slope protectionsand embankment protections have been built, control of soil erosion and enforcement of floodprotection are ensured, and valuable land is readily available for greening and construction oftowns while the land acquired or occupied during the construction period will have a higheradded value after the construction of the projects.

According to following Tables, the proposed integrated environmental control for Three Riverneed 115.9 hectares land in total, of which 53.87 hectares for Bachuan River and HuaiyuanRiver for sewage water treatment plant and riverway control; 21.83 hectares for Laixi River forsewage water treatment plant and dikes control; 40.2 hectares for Taohuaxi River for dike andriverway control, and sewage interception pipework.

In Tongliang County, 4015m 2 cf residence house will be relocated, of which 3468m2 of farminghouse and 547m2 of enterprises and organization house. 88 persons will be subject to houserelocation, of which 14 persons are farmers. 211 farmers need for resettlement due to landoccupation. A little of scattered fruit trees, outbuilding or special farming facilities of the farmersare also in the range of land occupation. In Mingguang Village, Xingguang Village, YujiangVillage, Longdong Village and Puan Village of Dazu County, there are 21.83 hectares of landsubject to occupation and 2071 persons subject to resettlement in total. In 10 villages underDuzhou Town and Fongchen Town of Changshou District, there are 422 persons (including 413farmers) in 106 families to become immigrants, 14210.64m2 of housing area to be relocated and17.7 hectares of farmland to be occupied.

The land occupation by the proposed projects has insignificant impact on the short-termeconomic income. With reasonable compensation for land occupation and relocation and alsovarious beneficial conditions and funds provided for immigrants resettlement, the immigrants willhave no problems to make a living. According to analysis, 23.987 million RMB is needed tocompensate land occupation and relocation, of which 6.5191 million RMB for Bachuan River andHuaiyuan River Integrated Environmental Control, .5.69279 million RMB for Laixi River and11.7752 million RMB for Taohuaxi River.

The construction of proposed projects will improve urban environmrental infrastructure andpromote urbanization processes and development of agriculture industrialization in proposedarea, which brings new job and development opportunity for the people and improves stably theliving standards of the immigrants.

_w R ' -Z F ' w < .41

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CHOINGQING MUNICIPALITY - TBlE WORLD BANK

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CONSOLIDAITED EA FOR WASTEWATER COMPONENTS

TYPE | BY WHOM WITH WHOM WHEN WHERE WB REQUIREMENT

PUBLIC CONSULTATION AND INFORMATION DISCLOSURE FOR TAOHUAXI RIVER COMPONENT

Interview during field social Chongqing Coal Design 15 participants, including Wen Office of Planning Committee, OD43anOP.0economic survey and Institute Zuqing, Zhuo Yongxiang, He Yilong, Feb. 2003 Changshou District OD 4.30 and OP 4.01follow-up Da Yong and Li Kangming

RAP outline consultation Chongqing Industrial and 19 participants, including Zhang July 2003 Office of ChangshouRAP utlne onsltaion CommercialiTJniversity Dejun and Huang Changfeng Co.,203InrLtd.treDvlomn

Draft EA outline Chongqing Coal Design 25 participants, including Dan Office of Changshou dP 4 Consultationc u lA Otione Chongqing Coal Design Tangyong, Jiang Luping and Deng March 2003 Infrastructure Development uring TOR stage (their

consultation an e Aad Institute Ji an Co. ipant wor doi beor OP3Twsan egbrn

miangeCti,nLtd.srequirement)

OP 4.01: ConsultationChongqing Coal Design 15 participants, including Yang Office of Changshou dvillages

EA TOP consultation Coal Xiaomu, Gou Xingzhi and Wang April 2003 Infrastructure Development urin TonR stagef (the oChuanming Co., Ltd. requirement)

Distribution of projectinformation and key EA and 60 participants, including Zhang Duzhou and FengchengRAP messages in bullet Chnqn olDesign Dejun, Dan Tangyong and Wang Aug. 2003 t Towns and neighboringpoint format in first public Institute Chuanming Au.03villagesmeetings

RAP Surveys Chongqing Industrial and 35 participants, including Yang Sepm2003 ProjecturevolvelagesCommercial University Zhongquanannd He Wei.nSep. 2003 Pojc il

Disriutonofproject OChoenogChnngouCPo401:ConulttioDistoribution ofdChongqingnCoalsDesign 24 participants, including Yang From Oct. to Nov. Infratrcture Develsopment Prior1 tofnaulzation o rfinformesation and keycAond InstituteyngadSun 20 nfatutueDvlomn rirt inlztono rf

RAP mesages insecond Chongqing Industrial and Yang Da agogadSu 03Co., Ltd. reportpublic meetings Commercial University

Office of ChangshouFinal EA Chongqing Coal Design 20 participants, including 1-luang Aug. 2003 Infrastructure Development

Institute Kang and He Daiguo Co., Ltd.

Chongqing Industrial and 20 participants, including Jiang From Oct. to Dec. Office of ChangshouFinal RAP ComrilUiest uigadGou Xingzhi 2003 Infrastructure Development

Commercial University Luping and ~~~~~~~~~Co., Ltd.

SOGREAH - BYN - N'2 35 0032 1. R3.1- AUGUST 2004 PAGE 69J.1 I r 1 N ,,

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CHONGaQNG MUNICII'At iTY - HIE WORLD BANK

CHONGQINC, URBAN ENVIRONMENT PROJECT - NEW COMPONENTS

CONSOLIDATED EA FOR WASTEWATER COMPONENTS

TYPE BY WHOM WITH WHOM T -WHEN WHERE WB REQUIREMENT

PUBLIC CONSULTATION AND INFORMATION DISCLOSURE FOR LAIXI RIVER COMPONENT

Interview during field social North China Design 17 participants, including Li Yung Fb 03Ofc fLnsu onHl D43 n P40

economic survey and Institute and Ou Guofneg. Feb.2003 Office of Longshui Town Hall OD 4.30 and OP 4.01

follow-up

RAP outline consultation Chongqing Industrial and 21 participants, including Ou From July to Nov.Commercial University Guofneg and Zhen Mingguang 2003

35 participants, including 1i Yun and Civil administrative offices of OP 4.0: ConsultationDraft EA outline North China Design other villagers from Puan, Fulong March 2003 Longshui and Mituo Town during TOR stage (their

consultation Institute and Mingguang Villages Halls work done before OPrequirement)

18 participants, including Ou Civil administrative offices of OP 4.01: Consultation

EA TOP consultation North China Design Guofneg and other villagers from April 2003 Longshlti and Mituo Town during TOR stage (theirInstitute Puan, Fulong and Mingguang Api 03HaIls work done before OP

Villages requirement)

Distribution of project Villages of Longshui, Fulong

information and key EA and North China Design . 100 participants from Longshui, and Mituo TownsRAP messages in bullet Institute Fulong and Mituo Towns and related July 2003point format in first public villages.meetings

Chongqing Industrial and 20 participants, including Zhen From Aug. to Oct.RAP Surveys Commercial University Mingguang and Tang Chenhua 2003

Distribution of project North China Design22priiat,icuigLYug FoAu.oOt. fieofPlialCnlig

information and key EA and Institute 2patcpnsinldnLiYn FrmAgtoO.OfcefPltclCnutng OP 4.01. ConsultationRAPrmessages in second Choni IhnDust and and Ou Guofng and oh er villagers C t O onf rence, Long hui Town prior to finalization of draft

RAP mesages n secod Chonqinc d from related villages report

public meetings Commercid; University

North China Design 28 partiipants, including Song BinCivil administrative offices of

Final EA Institute and Yun Juqi Sep. 2003 Longshui, Fulong and Mituo

Institute and Yun Juqi ~~~~~~~ITown Halls

Chongqing Industrial and 25 participants, including Yun Juqi From Oct. to Dec Civil administrative offices ofFinal RAP Commercial University and CaiLong 2003 Longshui, Fulong and MituoTown Halls

SOGREAH - BYN - N'2 35 0032 1. R3.1 - AUGUST 2004 PAGE 68

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CHONGQING MUNICIPALITY - THE WORLD BANK

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CONSOLIDATED EA FOR WASTEWATER COMPONENTS

TABLE 19. LAND ACQUISITION FOR WASTEWATER SUBPROJECTS

Nc LOCATION DESIGNATION LAND USE (OR OCCUPANCY)

Integrated environmental The sewage treatment plant occupying 3.06ha, river1 Tongliang control of Bachuan River, course dredge occupying 0.32ha. embankment

County Huai uan River occupying 43.29ha, with total occupied area ofHaYua nuaiyuan46.67ha. Land occupied temporarily 7.2ha.

Dazu Environmental control of Two sewage treatment plants occupying 3.499ha,2 Count Laixi River (section running embankments occupying 14.1333ha, plus pipe

Y through Longshui town) networks, land use totaling 22.5ha.

3 Changshou Integrated environmental Land use totaling 40.2ha, incl. permanent 34.8ha,District control of Taohuaxi (Phase I) temporary 5.2ha.

TABLE 20. RESETTLEMENT NEEDS FOR WASTEWATER SUBPROJECTS

Nc LOCATION DESIGNATION RESETTLEMENT INVOLVED

Removed housings of 4,015m2, incl. farmerTongliang Integrated environmental housings 3,468m2, workshop and office buildings

1 o control of Bachuan River, 547m2, with 88 persons involved, incl. 14 farmers.CuY Huaiyuan River 211 farmers to be resettled, plus a small amount of

fruit trees, auxiliary buildings or farmer facilities.

Dazu Environmental control of Land use of 21.83ha in Mingguang Village,2 Count Laixi River (section running Xingguang Village, Yujian Village, Longdong Village

County through Longshjui town) and Pu'an Village, with 2071 persons involvec.

422 persons of 106 families involved in resettlementChangshou Integrated environmental of 10 villages of Duzhou Town and FengchencDistrict control of Taohuaxi (Phase I) Town, incl. 413 farmers. 14,210.64m- of housings,l_______ I 11.7ha of farmland involved.

7.2.2. IMPACT OF ,R GORGES DAM1 ON : "l-_'.-'CRCLJ3Y

7.2.2.1. MATHEMATICAL MODEL FOR SECONDARY RIV/ERS

The proposed projects involve three secondary rivers with flow less than 15m3 /s, which areregarded as small rivers. Therefore, this assessment adopts one-dimensional stable river qualitymodel from water quality management information system, one of results from National"Seventh-Five-Year-Plan" on major scientific and technical research, to stimulate, estimate andcalculate impermanent pollutants. The estimation formula of model with respect to evaluationfactors BOD5, NH3-H and COD is as follows:

LBOD=LBODO (-(K1+K2) t)

NH3-N = (NH3 -N)o exp (-Kn t)

LcoD=LcoDo (-KCOD t)

where

LCOD LBOD and NH3 -N respectively mean concentration of COD, BOD and NH3-N X meters frominitial section, measured by mg/L;

LcODo, LBODO and (NH3-N)o respectively mean concentration of COD, BOD and NH3 -N at initialsection of evaluated river, measured by mg/L;

SG2R_.1,- BfsyM -N0'23..32 R . PA- 42

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Expression of t=x/u means flowing time of river, measured by second (s); x refers to longitudinalcoordinate distance of river, measured by meter (m); u means average flowing speed, measuredby m/s.

KCOD means comprehensive attenuation coefficient of COD, K, means attenuation coefficient ofBOD5, K2 means coefficient of recovered oxygen, KN means attenuation coefficient of NH3-N, allof them expressed by l/d. During estimation, the values can be determined by Two-point Methodor be taken with safety margin based on experience with consideration of river featuring shallowand small flow amount water.

For permanent pollutants, zero-dimensional totally mixed model is used for calculation.

7.2.2.2. TwO-DIMENSIONAL STABLE MIXING MODEL

For river section adjacent to confluence where the secondary rivers join the Yangtze River or theJialin River, it shall adopt the common mathematic model and suggestion for river, which arestipulated in EAI Technical Guideline on Surface Water Environment (HJ/T 2.3-93). Forestimation of surface environment impact in this project, it shall combine both two-dimensionalstable mixing accumulative flow model for mixing process in winding river section with effluentdischarged from banks and totally mixed model for fully mixed section. They are respectivelydescribed as follows:1. Permanent pollutants

* Mixing process section:

C(x,q)=Ch+CpQp/(-,,MqX)1/2 .exp(-q2/(4Mqx))+exp(-(2Qh-q)2/(4Mqx)) I

* Fully mixed section:

C=( CpQp+ChQh)/(Qp+Qh)

where

- x means distance from confluence of secondary river to the river section planned forestimation, measured by mi;

- q means accumulative flow, measured by m3/s; q=Huy, where H means water depth,measured by m; u means flowing speed, measure by m/s; y means distance fromestimation point to the bank on the side of confluence, measured by m);

- Ch means pollutant concentration on the corresponding upstream section, measuredby mg/L;

- Qh means river flow up;reoiii ffom confluence, measured by rm ,;

- Cp means pollutant concentration in the secondary river, measured by mg/L;

- means secondary river flow, measured by m3/s;

- M means transversal mixing coefficient in accumulative flow coordinate, measured bym /s I

- (Mq=H 2uMY, where My means transversal mixing coefficient, measured by m2/s; H andu have the same m_cnings as in the previous paragraphs.)

2. Non-permanent pollutants

0 Mixing process section

C(x,q)=exp(-kx/(86400u)). I Ch+CpQpi( . MqIX)"[exp(-q/( 4 Mqx))exp(-(2Qh-q)(4Mqx))] 1

where k means comprehensive attenuation coefficient of pollutants in river, measured by l/d.The other factors have the same meanings as in the previous paragraphs.

B O-R_Ah - EYh' ....... -- , i'2 v5 C'2'2 43

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* Fully mixed section

C= exp(-kx/(86400u)) ( CPQP+ChQh)/(Qp+Qh)

e Selection of data with respect to hydrology and hydraulics

Based on statistic information from Chuntang Hydrologic Station on Yangtze River and BeibeiHydrologic Station on Jialin River for many years, there is usually 1 to 3 months of low waterperiod in Chongqing area. During March 1987, as a typical example for low water period, theextremely minimum flow of Yangtze River is 2060m /s (on April 1, 1973) and Jialing River244m3/s (on March 3, 1973). Thus 98% is taken as assured minimum flow. Therefore, 1816m3/sis taken as upstream Yangtze River on Luxian Country flow during typical low water period and2063m3/s as Changshou section of Yangtze River flow during typical low water period. Based on11102 m3/s of average Yangtze Rive flow for 38 years (from 1950 to 1987), the flow rate isestimated with safe margin and used in this evaluation as flow rate during high water.

The transversal mixing coefficient My is calculated with Taylor method:

My=(0.058H+0.0065B)u..u.= gHJ

where

- My means transversal mixing coefficient. measured by m2/s;

- H means water depth, measured by meter;

- B means river width, measured by meter;

- u. means shearing flowing speed, measured by m/s.

- I means water slope;

- g is 9.81m/s2 .

After the water builds up in the Three Georges reservoir area, the upstream backwater comes toHuahongbao, Jiangjin Country (for Yangtze River) and Maliuping, Hechuan Country (for JialinRiver). When reservoir water level for Gezhouba Dam during low water period is 175m, underthe preconditions where output flow from Gezhouba Dam keeps 5683m3/s and flow rate on theChuntang section of Yangtze River keeps 5,000m3/s, the change of hydraulics data of Chuntangsection of Yangtze Rive is shown in following Table. From that table, it is observed that thediluting and self-cleaning capability are reduced with less flow rate, water slope and transversalmixing coefficient.

TABLE 21. HYDRAULIC CHANGE OF YANGTZE RIVER CHUNTANG SECTION BEFORE AND AFTER IMPOUNDMENT OF TGD

Avg flow rate Avg. water depth TransversalPeriod Av.Water slope mixing coefficient(mis) (in) (M21S)

Before ThreeGorges backwater 2.66 4.81 0.0001 0.1207effect

After water buildup 0.38 16.5 0.000002 0.0446

For Luxian section where Laixi River joins Yangtze River and Changshou section whereTaohuaxi River joins Yangtze River, the transversal mixing coefficient for Chuntang Section canbe used for calculation because the variation thereof is very limited.

This change in transversal mixing capacity due to the TGD through its backwater effect will befully considered when assessing the impact of the project during the operation period of thewastewater treatment plants.

8O CC-R_AH z-:, Ev I. -\2 35C03, 2P 3O A_ A a2-' C4-, 44

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7.3. IMPACTS & MITIGATION DURING CONSTRUCTION AND OPERATION

7.3.1. IMPACT ON WATER QUALITY

7.3.1.1. IMPACT DURING CONSTRUCTION

The most important impact on water quality will result from activities for the construction of riverembankments. In particular, river dredging will increase the SS concentrations in localwatercourse under construction up to approx. 500mg/L and even more. However, the water willprobably return to its original SS condition after 3 to 5km of natural settlement.

Along Laixi River are located urban water sources for Longshui Town, Fulong Town and MituoTown. The existing water supply plants are also capable to clarify and remove SS. Due to thefact that watercourse control and dike project only make SS treatment load increased duringshort period, the water supply therefore will not be affected. On the contrary, with the laying ofinterception pipework and control along the rivers, the water source quality will become better,which consequentially allows better water for water supply plant.

Mitigation Measures: During Construction, some quantities of wastewater will be generated byaggregate washing, construction activities and labor camps. After settlement pond treatment,aggregate washing water will be used as mixing water to prepare mortar for masonry works.Pollution load of effluents from construction sites will be reduced by appropriate practicesparticularly during refueling and maintenance of trucks and heavy machinery. Pollution fromlabor camps will be controlled through appropriate sanitation facilities as Ventilated ImprovedLatrines or septic tanks. A minimum of one toilet facility for 20 workers will be required.

v.2.1.2. IMPACT DURING rPrFATC.

It is estimated that after implementation of integrated environmental control for Bachuan Riverand Huaiyuan River, the effluents from sewage treatment plant comply with the Grade IlIl ofwater body standards with respect to COD, BOD5 and total P. The only exception is NH3-Nduring the low water period where the maximum concentration is 1.4 times more than standardvalue. It is suggested that the denitrification capacity on sewage in the proposed project be sodesigned that NH 3-N concentrations in effluents over 120C during low water period is not morethan 1 Omg/l and the corresponding indicators comply with the standards.

After implementation of integrated environmental control for Laixi River, due to sewageinterception and treE-. rient along Longshui Town, Fulong Towr and Mituo Town, the waterquality of Laixi River wiii be significantly improved. The current urcw'alifiecd COD and NH3-N insection of Huilongwang, on entry of Yutang Reservoir which is located downstream of thosetown and acts as water supply resource, will comply with Grade IlIl of water body standard.

Changes in pollutant load to concerned river sections are presented in the following table.

5~~~~'' . - 2 ^rr. 4 *- 5

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TABLE 22. POLLUTANT LOAD BEFORE/AFTER IMPLEMENTATION OF INTEGRATED RIVER CONTROL

No. County Project (category) Pollutant load before/after implementation Changes afterdistrict Before (tVa) After (tUa) implementation (t/a)

COD: 3832.5 COD: 657 COD: -3175.5Integrated BOD5: 1752 BOO5: 219 BOD5 13Environmental 5:295:2155: -1571

Tongliang Control of Bachuan ss: 2190 Ss: 219 ss: 1 9711 Toungtyn Control ofuachuan NH3-N: 438 NH3-N: 93.1 NH3-N: -344.9y River, Tuongian Total nitrogen: 492.7 Total nitrogen: 109.5 Total nitrogen: -383.2RierCoungtan Total P: 54.75 Total P: 16.43 Total P: -38.32County Sludge (dry): 2482 Sludge (dry): 2482

COD: 3832.5 COD: 657 COD: -3175.5Laixi River (secton BO 5:1642.5 BOD5: 219 BOD5: -1204.5

Dazu running through SS: 1861.5 SS:219 SS: -1642.52 Count runnngsu Though NH3-N: 328.5 NH3-N: 87.6 NH3-N: -240.92 County Longshui Town Total P: 54.8 Total P: 16.4 Total P: -38.4

Sludge (dry): 2482 Sludge (dry): 2482

Taohuaxi River, COD: 0. 153 COD: 0.044 COD: -109

Changshou Changshou District SS 0.131 SS: 0.031 SS. -0.1

COD: 8112.253 COD: 1390.644 COD: -6721.609BOD5: 3586.1 BODs: 463.5 BOD5: -3122.6

Total SS: 4268.731 SS: 463.531 SS: -3805.2NH3-N: 811.3 NH3-N: 190.9 NH3-N: -620.4Total P: 11585 Total P: 34.73 Total P: -81.12

Sludge (dry): 4964 Sludge (dry): 4964Note: 17,838m:/d of domestic sewage, intercepted during Integrated Environmental Control (Phase i) of TaohuaxiRiver, will be sent to Guotanxi Sewage Treatment Plant.

After implementation of integrated environmental control for Taohuaxi River, 6.51 Mm3/y ofsewage and 33,000 t/y of refuse along Duzhou Town, Gelang Town, Xingshi Town andFuhechang Town will be intercepted and treated. The landscape and water quality of TaohuaxiRiver will be significantly improved.

The change of water quality of considered sections of Three Rivers, before and after theimplementation of proposed project, is shown in following Table with respect to COD, BOD,NH3-N and Total P.

TABLE 23. WATER QUALITY CHANGE BEFORE AND AFTER PROPOSED PROJECT MG/LSection of Period COD BOD 5 NH3-N Total P Remarks

river

Huaiyuan Before 42 6.34 5.82 0.944River After 26.36 <2 4.12 0.76

Before 51 3.4 1.07 0.242Laixi River

After 42 <2 0.38 0.13

Taohuaxi Before 35 8 1.75 1.75 Sewage is intercepted andsent to Guotangxi SewageRiver After 25 3.2 0.54 1.63 Trestment Plant

Standard value 20 4 1.0 0.2

The implementation of proposed wastewater project will improve water quality of Three Rivers insome degree. However, without significant control of pollution source of industrial wastewaterfrom both banks along Three Rivers, and with serious pollution resulting from agriculturalirrigation return flow in related basins, COD is beyond the standard value in general and NH3-Nand Total P for Huaiyuan River and Total P for Taohuaxi River are also beyond the standardvalues. Therefore, the control of pollution source of industrial waster water shall be integratedinto the proposed project in order that the related water bodies meet the requirements ofenvironmental function.

C a -' . .;,.-2 5 46

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Mitigation during Operation stage: the sewage treatment plants will adopt Oxidation Ditchmethod to treat the intercepted sewage from towns and the effluents will comply with B, Class Iof aquatic pollutant standards as stipulated in "Pollutant Discharge Standards for MunicipalSewage Treatment Plant" (GB18918-2002). Effluents will receive tertiary disinfection beforebeing discharged in the river stream and will comply with standards for discharge afterdisinfection treatment. For each sewage treatment plant, the feasibility study analyzes andcompares the possible disinfection method of ultraviolet light disinfection, chlorine dioxidedisinfection and liquid chlorine disinfection. It is suggested to adopt the same disinfectionmethod for the various sewage treatment plants. The small amount of domestic sewagegenerated in the dining room of sewage treatment plant will be treated inside plant and complywith standard for discharge.

To avoid the pollution risk resulting from overload or brake down of the treatment process, it isconsidered the supply of emergency power facility and spare pumps in each WWTP.

7.3.1.3. IMPACT ON LOCAL WATER UIJALJTY OF YANGTZE RIVER

Bachuan River joins Huaiyuan River and the latter joins Xiaoanxi River in Heitan Town,Tongliang County, which flows north and joins Fujiang River and Jialin River in Hechuan City.Both Laixi River and Taohuaxi River directly join the Yangtze River. For the flow direction ofThree River, please refer to Attached Drawing 1. After implementation of proposed project,COD, BOD 5 and NH3 in water flowed into the Yangtze River will be reduced by 6,939tVa, 3,001Vtaand 637tVa respectively. In local sections of the Yangtze River which suffers from pollutants fromThree Rivers at present, the water quality of surface water will be therefore slightly improved.For example, COD impact during low water period is reduced by approx. 0.12mg/L in average.Since current COD in related sections of Yangtze River meets Grade IlIl of water bodystandards, the implementation of proposed project will reduce the failure of conformance ofcurrent coliform group (1- 12 times more than standard value) in some degree. Combined withgeneral control of domestic sewage along rivers, the problem of Coliform group will beessentially controlled and improved.

7.3.2. !MPACTS ON AIR QUALITY

7.3.2.1. IMPACTS DURING CONSTRUCTION

The main pollution sources are machines burning fuel for digging, transportation, load, unload,vibration. Dust and waste gas from these machines affects air quality surrounding work place.Area most affected is located in a range of around 100 m all around project sites, but also mainaccess roads to sites w; iich wv'l be supporting the heavy truck tralFic.

Also, same impacts will be observed along the network rehabilitation or extension sites, wherethe impact may be more direct for the population than the one from the WWTP sites, as theresident population will be located much closer to works, but should have a shorter duration asthe work sites move permanently.

According to field monitoring of dust generation on various construction sites, the dustconcentrations on the places 50m, 100m and 150m leeward to the construction site are 486.5,390 cnd 322prm/m 3 where 2.4m/s of wind i - 3 16.7im/m3 of TSP concc orreference point windward to construction sit_ and 599,5pm/m3 of TSP concentrations withinconstruction site. Thus it is seen that the effected scope of dust generation within constructionsite is approx. 150m. Additionally, the construction equipment features small amount of emissionand short period of application. In Chongqing the air humidity is great, wind speed low and watercontent of soil high. It is available for water spray on specific points on construction site duringdry season and coverage of earth and stone transported. Therefore the emission and dust fromconstruction and transport can be effectively controlled with respect to impact degree andeffected area. The construction applies a little impact on ambient air.

nv .- 3-, -~2. 47

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Part of the spoil obtained during the WWTP construction should be reused to fill ground. Duringpipe network implantation, spoil will be stockpiled or reused to fill ground. During projectconstruction and especially during transportation and disposal of this spoil, there could beimpacts on the environment. Spoil dropped on the ground by vehicles and spoil on the vehiclewheels would generate dust clouds on fine days, and would make the road muddy on wet days,affecting both people and passing vehicles as well as the local environment.

If the spoil is not properly disposed of or stockpiled, it would impact the cleanliness of the city. Ifexcavated spoil is stockpiled for several weeks, the spoil will be dried by exposure to sunlightand wind and when disturbed, will raise dust clouds resulting in an increase in the fine particulatecontent of the ambient air. Hence, management of spoil during the c.onstruction should bereinforced to prevent excessive impact on air quality by reducing the emission of dust.

However, most of this impact will result from the simultaneous creation of river embankmentwith important earthworks.

Mitigation measures: Mitigation concerns mainly appropriate construction and earthworksmanagement methods to be imposed to the Contractor:

* During excavation/filling earthworks, water will be sprayed to keep certain humidity;construction site and worker camps as well as other project areas soil surface will beregularly sprayed during dry periods to prevent dust emission;

* Disposal sites for excavated material will be compacted and sprayed with water regularly;spoil not used on site will be removed at the soonest for eventual disposal outsideurbanized areas;

3 Inflammable construction waste (cartoon, paper, plastic, wood, etc.) will not be burned onsite but transported to appropriate landfill or disposal site;

Cooking for workers on sites will rely on gas or electrical cookers, and will not use charcoalor wood or any product generating dust or fumes:

a Trucks for spoil transportation will be covered before they leave the construction sites tolimit dust emission during travel to disposal site; washing stations will be installed in mainconstruction sites (WWTP) to avoid release of mud on public streets and roads witheventual production of dust (or sediment to sewers);

* Strict maintenance of engines for trucks and other heavy machinery will be implemented bythe contractor to reduce smoke and gas emission;

* Roads for truck traffic will be selected preferentially outside residential areas.

7.3.2.2. jDiPrTS DURING OPERATION

Major sources of odor are the aeration tank, sedimentation tank, sludge condensation tank,sludge dewatering zone, etc. Odor sources are all non point pollution sources.

Standards used for evaluation are presented in the following table.

TAELE 24. EVALUATION STANDARDS FOR ODORS

Source of Odour Emission standards Sanitation design Lowest human sensitivity(Class II) in mg/m 3 standards (mg/m 3) concentration (mg/im3)

NH3 1.5 0.20 0.1

H2S 0.06 0.01 0.00047

S-methanol 0.007 0.0021

Odour gas 20(no unit) --- _---

SOGREAH 4- BYN - N°2 35 0032 1R3,- AL fu2%, PAcE 48

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Sewage treatment plants will adopt an oxidation ditch process, which produces low level of odor,and provide 100 m of sanitary protection distance. According to comparison analysis for fieldsmell in sewage treatment with general aeration method, the odor concentration 1 OOm away cancomply with the related standards and should not cause unpleasant impact on the people livingin surrounding residential areas. Tongliang station presents more risk of nuisance due to thevicinity of residential areas.

During operation, sewers and pump stations generally do not emit odor pollutants, if they areappropriately operated. Pump stations may possibly release some odors, but impact is uncertainas they are located far from the nearest residential area. Therefore no significant impact fromodor pollutants of pump stations is expected.

Mitigation: during operation, the bar screen well and screened slag packing will be located anddone inside house of sewage treatment plant. Common ventilation system will be provided tovent odorous gas from high level. Good maintenance and operation of the treatment process willbe necessary to limit the emission of odors from the system. Planting separation strip and 100mbuffer zone will minimize risk of unpleasant smell for nearest residents.

7.w.3. iMPACT F :*!Ci;

7.3.3.1. IMPACTS CURING CONSTRUCTION

During the construction phase. the main source of noise will be the operation of constructionmachines and vehicles transporting building materials. It is not anticipated in the project to useblasting on construction sites.

TABLE 25. NOISE VALUE OF MAIN MACHINES DB(A)

Equipment Type 15 m 30 m 50 m 100 m 200 m

Excavator 78 72 L 67 61 53 7Bulldozer 78 72 67 61. 53

Drilling machine 89 83 78 72 66

Air compressor 75 69 64 58 52

Vibrator 76 70 65 59 53

Mixer 75 69 64 58 52

Truck 76 70 65 59 53

TrucK _____ 77 70 65 5S

At night, especially, construction noise would impose a severe nuisance on the residents in thevicinity, especially those located at less than 50 m. Night working and especially the use of themost noisy equipment during the night should then be strictly controlled in order to minimize theimpact of noise on the surrounding residents. In particular for excavations, drills used outside atthe beginning of tunnel construction should be forbidden at night. In order to limit constructionnoise to people, China government issued a regulation "Noise limitation of Construction FieldBoundary (GB12523-90)

Based on the daytime and ri:yht time limiting noise values contained in this regulation, the bufferzones required to respect these limiting values have been calculated and are presented below.

. _ _ . ................................................................................4.9

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TABLE 26. THE MINIMUM DISTANCE BETWEEN NOISE SOURCES TO SENSITIVE POINT

Noise source Maximum noise dB(A) Shortest distance away from source (m)

Daytime Night

Bulldozer 95 10 100

Excavator 96 12 115

Mixer 88 8 45

Vibrator 80 4 18

Drill 105 100 Prohibited

Mitigation: During construction, contractors will be requested to use low noise heavy equipmentwhich comply with standards. Use of noisy equipment will be forbidden during the period from 10p.m. to 6 a.m. Night working and especially the use of the most noisy equipment during the nightshould then be strctly controlled in order to minimize the impact of noise on the surroundingresidents. In particular for excavations, drills used outside at the beginning of tunnel constructionshould be forbidden at night. In order to limit construction noise to people, China govemmentissued a regulation "Noise limitation of Construction Field Boundary (GB12523-90) ".

Use of explosive during nighttime is prohibited. The amount of explosive shall be controlled andmicro-deviation explosion technique shall be adopted to reduce the impact of explosion noiseand oscillation on residents, environmental protection targets and environmental susceptiblespots. Construction activity during nighttime is also prohibited during the period of importantschool examination. For the residents or organizations who suffer from construction impact onlocal section, the construction units and supervision units shall strengthen coordination or makedue compensation where necessary.

7.3.3.2. IMPACTS DURING OPERATION

During the operation phase, the main sources of noise are due to pumping stations and wastewater treatment works with equipment such as pumps, ventilator and air compressors with noiseproduction in the range 86-95 dB(A).

Standards applicable to Level 2 areas (residential) are 6OdB(A) during day time and 5OdB(A)during night time. Taking into consideration the distance to nearest residential buildings inTongliang, these standards should be respected.

Mitigation: During Operation stage, the main noise sources of sewage treatment plant consistof sewage pumps, sludge pump and sludge demisters. The sewage pumps and sludgedemisters shall be accommodated inside the pump station to reduce oscillation and insulatenoise. The water outlet shall be treated with flexible connectors. The sludge pumps shall be ofsinking pumps and the surface aerators of low noise type ones. Combined with reasonableprocess layout and 5-20m planting insulation strip and approx. 100m buffer zone to residentialareas, environmental noise level during operation will comply with the related standards.

Transport vehicles (based on 5t of capacity per vehicle) to carry sludge and small amount of rawmaterials should increase to maximum 15 vehicle per day and will only operate daytime.

7.3.4. IEMPORARY LAND ACQUISITION DURING CONSTRUCTION

For the WWTP, it is not anticipated the temporary acquisition of land during construction.Storage of equipment, work sites and worker camps should be organized within the landallocated to the plant.

For sewer laying works and pumping stations, some temporary occupation of land may berequired. Most of the time it will be in a public area (road for example). However, in case

SOGREAH - BVN - N°2 35 0032 ' R3.1- A 01 2UO4 PAGE 50

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temporary use of land may result in the alteration of previous use or agricultural production, theloss for the previous user will be fully and fairly compensated during the period of occupation bythe project.

7.3.5. IMPACT ON NATURAL AND ECOLOGICAL ENVIRONMENT

The project will not involve any destruction of valuable natural land. Site in Tongliang is totallydeveloped, site in Longshui is agriculture land. Both sites have no particular ecological value.

The development of the sewer network may impose the cutting of street trees. This impact canhardly be quantified at present, but during works, field inspectors in charge of supervising theEMP will ensure that any tree is cut by absolute necessity, that any cutting is registered and thatthe project will ensure replanting of trees at a rate of not less than one tree planted for one cut.

Regarding aquatic ecology, the baseline survey carried out for the purpose of this study hasdemonstrated the high level of pollution of the river nearby the project sites, with a probablyrelated low biodiversity. The terrestrial/aquatic ecological environments and ecologicalenvironment in towns along rivers are already seriously affected, particularly in the Laixi Rivetand Taohuaxi River which have basically lost their application functions due to pollution fromindustrial and domestic wastewater, disposal of refuse and serious soil erosion. The problemsinclude silt-up of watercourse, eutrophication of water bodies, floating of algae, abnormal watercolor and bad smell.

Mitigation: with measures imposed to the contractor to control river pollution from constructionsites, significant impact of construction on the aquatic environment is not anticipated.

Impact during operation will be globally beneficial, as a direct consequence from pollutiondischarge abatement.

7.3.6. CONSTRUCTION WASTE MANAGEMENT

Significant volumes of spoil will be generated during the construction of the project components,mainly composed of earth from excavation works and not re-used for filling or reclamation, andof the products from demolition of existing buildings and concrete structures, mainly along thesewer network component.

Earth spoil will need to be removed from the construction sites using trucks, with resultingnuisance for residents and public safety issues related to the risk of traffic accident. Strictprocedures related to this activity will need to be imposed to the contractor in charge.

TABLE 27. ESTIMATE OF CONSTRUCTION WASTE

Component Excavation Fillinp Spoil(m3 ) () (M3)

Tongliang WWTP + Network 1,636,000 1,685,000 - 49,000

Dazu WWTP + Network 667,000 491,000 + 176,000

Changshou Network 690,000 546,000 + 144,000

TOTAL 2,993,000 2,722,000 + 271,000

In order to ensure minimization of nuisance from inadequate management of constructionwaste, the contractor in charge of civil works in each site will prepare and submit a spoilmanagement plan which will respect the following guidelines:

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1. Present a detailed sheet of expected spoil volumes including:

* Building demolition volumes,

* Earth volumes from excavation works (distinct for WWTP and network),

* Schedule of production.

2. Details the possible volume for reuse of demolition spoil and excavation spoil.

3. Identify and present on a map the areas anticipated for the disposal of excess spoilwhich cannot be reused as fill; provide location of site (on a map), area needed, volumeto be disposed off, land use of area, agreement of owner/user to dispose spoil on thesite.

4. Provide information of access road anticipated to be used: distance, type of road,number of urban/village areas crossed.

5. Soil and spoil removed during the construction process shall be stockpiled separatelyand stabilization measures implemented. The soil shall be used for landscaping andrestoration of work area. The stockpiles shall be constructed with smooth slopes andfree draining patterns. Spoil stockpile will not exceed 3 meters and the slope will not bemore than 2:3.

6. Spoil stockpiles or platforms shall not be located on drainage lines or in floodway zonesor other areas important for the conveyance of floodwaters during major floods.

7. Soil and spoil to be stockpiled for long periods of time shall be stabilized by seeding topromote vegetation growth and reduce surface runoff.

8. Erosion and sedimentation shall be controlled on a round the disposal site during theconstruction stage. Where necessary, sediment traps/basins will be implemented.

9. During the implementation of the works, any requirement for a new disposal area forspoil will be subject to the preparation of a similar management plan.

Spoil management plan will be prepared by the Contractor not later than 30 days before the startof the works in the considered area.

7.3.7. OFF-SITE PUBLIC SAFETY AND INCONVENIENCE

Proposed sewer systems or pipe networks will certainly cut across some roads or run parallelwith them. During the excavation and pipe-laying stage, there will be more traffic congestionalong these roads.

The conventional way to solve the problem is to build side-tracks for vehicles duringconstruction. As these temporary roads are usually very narrow, it is impossible for vehicles topass each other. In addition, some vehicles will find it necessary to make a detour, which will notincrease the mileage but also increase the traffic volumes on other roads. During projectsconstruction, spoil encroaching on the road surface will result in narrowing of the carriageway.On dry days, the surface will be dusty and on wet days, the roads will be covered with mud andbecome slippery.

The project will take all the necessary measures in order to minimize the detrimental side effectsof network construction. Coordination between the contractor and the traffic police will minimizeroad blockage or will reduce it to the minimum duration. Pro-active information will also beimplemented in order to have the concerned residents or daily passer-by to be informed of thedate and the duration of the works in their area. This information will be done through posters,

SOGREAH - BYN - N'2 35 0032 1. R3.1- AJG,,ST 20C4 PAGE 52

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local meetings and the creation of an internet site dedicated to the project and providing freshand up-dated information on these issues.

The contractor(s) will be required to implement safety and road signs in sufficient quantities and 2at the appropriate location, in order to facilitate traffic diversion and to reduce the risk of jam andcar accident.

7.3.8. IMPACT ON QUALITY OF LIFE

Through integrated environmental control for rivers, the related areas will have better status ofurban environmental infrastructure such as water supply & sanitation, flooding preventioncommunication, improved capacity to control soil erosion and to prevent flooding, and betterecological environment, urban landscape and investment environment. People will live and workin peace and contentment and society will keep stable. The related counties and districts willmodify the urban economy structure and industry structure based on their own specificconditions. The application of proposed projects will promote the infrastructure construction forsewage treatment, refuse disposal and others.

It is believed that implementation of proposed projects will improve the local economy, livingstandard of people, urbanization construction and urban ecological environment protection.

7.3.9. SLUDGE MANAGEMENT

7.3.9.1. ESTIMATED SLUDGE PRODUCTION

Wastewater projects have definitely a huge beneficial impact on urban environment, butwastewater treatment means also sludge production, with a high risk to concentrate and releasepollution if the sludge produced are not appropriately collected and safely disposed. Solutionshave to be found to minimize the amount of sludge produced and to implement safe disposalfacilities.

After the implementation of proposed project, the dry sludge produced by the two WWTP ofTongliang and Longshui will be 5,256 tVyear (6.6 t/day BOD5 and 7.8 t/day SS), each stationcontributing to 50% of this total or 2,628 t/year. The initial water content of sludge straight fromthe sewage treatment process may reach 98% to 99%. To allow for easy and economicalhandling, dewatering operation through belt press will be carried out. This should allow thereduction of water in the sludge to a level around 80%, sometimes even less. The sludge andscreenings will thus be transported by trucks to dedicated landfills for disposal.

TABLE 28. EXPECTED SLUDGE PRODUCTION

WWTP Capacity in 2005 Dry Sludge Dry Solid Content Wet sludge(m /d) production (tons/y) (%) production (tons/y)

Tongliang 30,000 2,628 20 13,140Longshui 30,000 2,628 20 13,140Total 60,000 5,256 20 26,280

According to this table, the total of sludge produced daily by each of the WWTP will be36 tons/day of sludge at 20% dry solid.

In addition to the sludge, the volume of solid waste from screen bars will also need handling,transportation and disposal. The volume is generally at least equivalent to that of the sludge, butwith a solid content of 40%.

SOGREAH - BYN - N°2 35 CQ32 I R3 I- A.. - PAGE 53

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TABLE 29. DAILY SOLID WASTE PRODUCTION FROM WWTP (TONS/DAY)

Waste TypeSludge Sludge Screen bar Waste Total (Wet)

ProductionDry Solids Wet Sludge Dry Solids Wet Waste

Tongliang 7.2 36 7.2 18 54Longshui 7.2 36 7.2 18 54Total 14.4 72 14.4 36 108

The table shows that about 108 tons/day of wet waste will need to be evacuated from both newWWTP. Wet sludge alone will represent 72 tons/day.

7.3.9.2. SLUDGE COMPOSITION

In Tongliang WVWTP, heavy metal content of sludge is expected to be low, as a special WWTPdedicated to industrial parks will be constructed. The Tongliang station will thus receive mainlydomestic water. The Longshui WWTP will receive part of industrial effluents, and a higher heavymetal content may be expected in the sludge. However, it may be reasonably expected aprogressive reduction in heavy metal contamination of sludge in the coming years as the resultof the implementation of the national clean industry strategy, which promotes industrial wastewater treatment facilities and clean industrial processes with higher recycling level of effluentsand waste. During future operation, industries discharging to the wastewater network should bestrictly controlled for ensuring that the industrial discharges to the wastewater networks do notexceed the allowed concentrations and loading rates (generally based on national standards asdescribed in Appendix 3).

However, like the other small and medium-sized (< 50,000 m3/d) sewage treatment plants inChina, the sludge recently produced from proposed projects is not planned to be digest-treated.Such sludge has unstable performance and contains degradable organic matters which arelikely start fermentation and generate smells. Additionally the low abatement ratio for pathogenicbacteria and helminthes egg make the sludge dangerous for public health and not suitable foragricultural application. Therefore, the sludge produced is proposed for disposal in appropriatelandfills.

7.3.9.3. TREATMENT AND DISPOSAL OF SLUDGE

The sludge to be produced will be stabilized. After stabilization and thickening, sludge will bedumped in dedicated landfills. Two landfills are considered to accommodate the sludgeproduced by the two WVWTP components (Tongliang and Dazu). In Changshou, a new landfill isin operation since the first quarter of 2004 to accommodate the sludge produced by the existingWWTP.

Sanitary Landfill Design - Tongliang & Dazu

Refuse is mechanically collected and transported in enclosed containers, which therefore avoidssludge leakage and flying. Management on refuse collection and transport is also improved toreduce noise impact. Bag filter is provided in refuse sorting shop to control dust emission.

The leachate and gas generated in landfill are guided out of landfill in a safe, reliable andapplicable way.

Sanitary landfill is provided with the combined anti-seeping measures in both vertical andhorizontal directions so as to prevent pollution on surface water and ground water from leaching.For leachate treatment, the proven recycling backfill process is proposed, by which the finaltreatment quantities and initial treatment concentration of filtrate can be reduced during practicaloperation. There is a reinforced concrete structure of leachate adjusting basin located between

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main dam and intercepting dam. With large buffer capacity, the leachate-adjusting basin has themain functions to store water and to adjust influent water quality and volume for leachatetreatment station. Calculated on month-to-month balance of average historical rainfall and max.seeping amount, and checked against its occurrence once every 20 years, the basin is found bigenough to hold leachate from sanitary landfili for 30 consecutive days. With proven treatment --

process, the effluent from leachate treatment station shall meet the standard of discharge.

Daily dirt coverage unit by unit is applied for sanitary landfill to control efficiently odorous gasgenerated. Pollution control of odorous gases (such as sulfured hydrogen and ammonia) andsafe combustion and emission of waste gas containing firedamp are combined to make thosegases up to standards of environment impact concentration and site concentration. Carbondioxide converted from gas combustion byproduct shall meet the standards of emission andenvironmental quality.

For sanitary landfill, the refuse dam, intercepting dam, various sub-dams, flood intercepting ditch(pipe) and land excavation yard shall be designed in accordance with applicable nationalstandards and codes, minimizing soil erosion and ensuring safe operation in sanitary landfill.Improved equipment management and maintenance of combustion tower and leachatetreatment station can minimize off gas pollution risk and emergency emission. Provision of 500msafe protection interval can reduce adverse influence on social environment in neighboringcommunity as much as possible, and make it compliant with pollution control standards onrefuse burial.

Taiping sanitary Landfill - Tongliang

The stabilized sludge from the Tongliang Wastewater Treatment Plant will be disposed at aplanned sanitary landfill located northeast of Taiping Town, about 10km away from the centre ofTongliang County. The disposal capacity of the landfill is 250tVd. Construction is planned to startin August 2004, and is expected to be put into operation by the end of 2005. It will match theimplementation of the wastewater treatment plant to accommodate sludge produced as soon asthe plant operation starts.

Tonggu Landfill - Dazu

The dewatered and compacted sludge and screenings from Wastewater Treatment Plant ofLongshui Town will be disposed of at the sanitary landfill of Tonggu Village of Dazu Countylocated on the north side of road between Longgang Town and Sanqu Town, southwest ofLonggang Town. It is about 8km away from the county seat by road length. The disposalcapacity is 184tUd. Construction started on December 28, 2003, and ground leveling, supply ofwater & power and approaching road have been finished. It is expected to be put into operationby June 2005. It will match the construction and operation of wastewater treatment plant ofintegrated environmental control of Laixi River Project.

Ximajiagou Landfill - Changshou

For Changshou, where there is an existing wastewater treatment plant, sewage sludge iscurrently co-disposed with household refuse in an existing newly constructed sanitary landfill.located on Ximajiagou, Yangjia Town, Changshou District, 10km away from Fenchen Town(capital of Changshou District). The landfill was constructed in 2003 and was put into operationin 2004, with a total investment of 75.76 million RMB. The landfill is designed to treat waste at300Vtd and operate for 28 years, serving 7 towns (including Taohua area of Changshou District),and 280,000 populations in the near future and 450,000 populations in 2030.

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TABLE 29. DAILY SOLID WASTE PRODUCTION FROM WWTP (TONS/DAY)

Waste TypeSludge Sludge Screen bar Waste Total (Wet)

ProductionDry Solids Wet Sludge Dry Solids Wet Waste

Tongliang 7.2 36 7.2 18 54Longshui 7.2 36 7.2 18 54Total 14.4 72 14.4 36 108

The table shows that about 108 tons/day of wet waste will need to be evacuated from both newWWTP. Wet sludge alone will represent 72 tons/day.

7.3.9.2. SLUDGE COMPOSITION

In Tongliang WWTP, heavy metal content of sludge is expected to be low, as a special WWTPdedicated to industrial parks will be constructed. The Tongliang station will thus receive mainlydomestic water. The Longshui WWTP will receive part of industrial effluents, and a higher heavymetal content may be expected in the sludge. However, it may be reasonably expected aprogressive reduction in heavy metal contamination of sludge in the coming years as the resultof the implementation of the national clean industry strategy, which promotes industrial wastewater treatment facilities and clean industrial processes with higher recycling level of effluentsand waste. During future operation, industries discharging to the wastewater network should bestrictly controlled for ensuring that the industrial discharges to the wastewater networks do notexceed the allowed concentrations and loading rates (generally based on national standards asdescribed in Appendix 3).

However, like the other small and medium-sized (< 50,000 m3/d) sewage treatment plants inChina, the sludge recently produced from proposed projects is not planned to be digest-treated.Such sludge has unstable performance and contains degradable organic matters which arelikely start fermentation and generate smells. Additionally the low abatement ratio for pathogenicbacteria and helminthes egg make the sludge dangerous for public health and not suitable foragricultural application. Therefore, the sludge produced is proposed for disposal in appropriatelandfills.

7.3.9.3. TREATMENT AND DISPOSAL OF SLUDGE

The sludge to be produced will be stabilized. After stabilization and thickening, sludge will bedumped in dedicated landfills. Two landfills are considered to accommodate the sludgeproduced by the two WWTP components (Tongliang and Dazu). In Changshou, a new landfill isin operation since the first quarter of 2004 to accommodate the sludge produced by the existingWWTP.

Sanitary Landfill Design - Tongliang & Dazu

Refuse is mechanically collected and transported in enclosed containers, which therefore avoidssludge leakage and flying. Management on refuse collection and transport is also improved toreduce noise impact. Bag filter is provided in refuse sorting shop to control dust emission.

The leachate and gas generated in landfill are guided out of landfill in a safe, reliable andapplicable way.

Sanitary landfill is provided with the combined anti-seeping measures in both vertical andhorizontal directions so as to prevent pollution on surface water and ground water from leaching.For leachate treatment, the proven recycling backfill process is proposed, by which the finaltreatment quantities and initial treatment concentration of filtrate can be reduced during practicaloperation. There is a reinforced concrete structure of leachate adjusting basin located between

SOG2EAH - BYN - N°2 35 -032 1 R3 1- A'._GST 20Cc PAGE 54

l

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main dam and intercepting dam. With large buffer capacity, the leachate-adjusting basin has themain functions to store water and to adjust influent water quality and volume for leachatetreatment station. Calculated on month-to-month balance of average historical rainfall and max.seeping amount, and checked against its occurrence once every 20 years, the basin is found bigenough to hold leachate froni sanitary landfill for 30 consecutive days. With proven treatmentprocess, the effluent from leachate treatment station shall meet the standard of discharge.

Daily dirt coverage unit by unit is applied for sanitary landfill to control efficiently odorous gasgenerated. Pollution control of odorous gases (such as sulfured hydrogen and ammonia) andsafe combustion and emission of waste gas containing firedamp are combined to make thosegases up to standards of environment impact concentration and site concentration. Carbondioxide converted from gas combustion byproduct shall meet the standards of emission andenvironmental quality.

For sanitary landfill, the refuse dam, intercepting dam, various sub-dams, flood intercepting ditch(pipe) and land excavation yard shall be designed in accordance with applicable nationalstandards and codes, minimizing soil erosion and ensuring safe operation in sanitary landfill.Improved equipment management and maintenance of combustion tower and leachatetreatment station can minimize off gas pollution risk and emergency emission. Provision of 500msafe protection interval can reduce adverse influence on social environment in neighboringcommunity as much as possible, and make it compliant with pollution control standards onrefuse burial.

Taiping sanitary Landfill -.Tongliang

The stabilized sludge from the Tongliang Wastewater Treatment Plant will be disposed at aplanned sanitary landfill located northeast of Taiping Town, about 10km away from the centre ofTongliang County. The disposal capacity of the landfill is 250tVd. Construction is planned to startin August 2004, and is expected to be put into operation by the end of 2005. It will match theimplementation of the wastewater treatment plant to accommodate sludge produced as soon asthe plant operation starts.

Tonggu Landfill - Dazu

The dewatered and compacted sludge and screenings from Wastewater Treatment Plant ofLongshui Town will be disposed of at the sanitary landfill of Tonggu Village of Dazu Countylocated on the north side of road between Longgang Town and Sanqu Town, southwest ofLonggang Town. It is about 8km away from the county seat by road length. The disposalcapacity is 184t/d. Construction started on December 28, 2003, and ground leveling, supply ofwater & power and approaching road have been finished. It is expected to be put into operationby June 2005. It will match the construction and operation of wastewater treatment plant ofintegrated environmental control of Laixi River Project.

Ximajiagou Landfill - Changshou

For Changshou, where there is an existing wastewater treatment plant, sewage sludge iscurrently co-disposed with household refuse in an existing newly constructed sanitary landfill.located on Ximajiagou, Yangjia Town, Changshou District, 10km away from Fenchen Town(capital of Changshou District). The landfill was constructed in 2003 and was put into operationin 2004, with a total investment of 75.76 million RMB. The landfill is designed to treat waste at300Vd and operate for 28 years, serving 7 towns (including Taohua area of Changshou District),and 280,000 populations in the near future and 450,000 populations in 2030.

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FIELD POSSIBLE IMPACTS PROPOSED MITIGATION MEASURES COMMENTSinvolve large earthworks next to documentation. Contractorresidential areas with high risks of environmental obligations are part ofnuisances for surrounding residents. the contract documentation.

Payment procedures for environmentalactivities of the contractor follow anincentive approach.

Impacts from Large quantities of earthwork A detailed demolition program,earthworks and excavation and fill will result mainly including phasing, proposal forspoil production, from river embankment construction transport route and description ofhandling and and a small amount of building proposed disposal sites, will bedisposal demolition; anticipated volumes required from the concerned

related to Wastewater components contractor(s) prior to the starting of theare estimated at: works.

Wast Water Component: Contractor required to prepare a SpoilWaste Water Component: Management Plan- Excavation: 2.99 million m3

- Fill: 2.722 million m3 On-site reuse of demolition andexcavation material as fill must bemaximized when applicable.

Dust and sediment discharge to river Appropriate management of earthworks Most of technical measures aremay occur from uncovered and in accordance with the contractor described in the Chineseunconsolidated materials during environmental specifications. This will regulation 'Temporary regulationearthworks in dry season, particularly include rules for piling, compacting and on construction andfrom river embankment construction spraying spoil while waiting evacuation environmental management ofsites. or reuse Temporary storage of earth construction sites".

piles on WWTP and alongDust may affect nearby resident embankment sites and pipe layingpopulation. sites, should drain into sedimentation

basins before discharge to the river.

Transport of material as earth fill, Sewer network should be done byearth spoil, sand and gravel to or segmentation in order to minimize spoilfrom sites may affect urban areas production during the construction.crossed by the trucks if appropriate Washing post for trucks leavingmeasures are not implemented,resulting in serious impacts on road construction sites to limit mud transporttraffic, public safety, air quality and in city roads. Strict obligationsnoise. regarding size of trucks, of load.

necessary load cover, routes andtiming will be imposed to concernedcontractor.

Impacts on air Impacts concern mainly the WWTP Monitoring of construction sites to focusquality and noise and parts of embankments located in primarily in urban construction sites.

dense urban areas. Fumes and Contractor specifications regardingexhaust gas from trucks and heavy operation and maintenance ofmachinery on construction sites may construction equipment and transport ofaffect air quality, as well as dust from materials by truckmaterial transport by trucks or fromearthworks.

Noise from heavy machinery, Enforcement of existing noiseparticularly in residential areas standards related to machinery and

working period.

Traffic congestion resulting from Public information and appropriatesewer network construction may construction practices and organization,result in temporary higher levels of with road signs and coordination withpollutants (TSP, NOx, CO) traffic Police will minimize impacts and

ease traffic during works.

SCGP ,L=- BYN - N"°2 35 0032 2 R3."- A.. .5 2C;- FARE 59

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8. ENVIRONMENTAL MANAGEMENT PLAN (EMP)

8.1. CONTRACTUAL CONDITIONS FOR EMP

The CUEP1-NC wiil be developed under the main on-going contract for CUEP1 components,through an addendum. In these conditions, the environmental management measures toimplement will be only an extension of the environmental management and monitoring activitiescurrently on-going for the CUEP1 components under construction.

The Environment Protection Bureau (EPB) is an independent government agency that will playan active role in the review, monitoring and management of environment aspects.

8.2. IMPACTS AND MITIGATION MEASURES

Summary of impacts and their mitigation measures related to the Wastewater Components ispresented in the following table.

TABLE 30. SUMMARY OF IMPACTS AND MITIGATION

FIELD POSSIBLE IMPACTS PROPOSED MITIGATION MEASURES COMMENTS

ISSUES ASSOCIATED WITH THE CONSTRUCTION STAGE

Impacts on land Land Use requirement Inuse, land Bachuan: (46.67 permanent + 7.2acquisition and temporary ha) Land acquisition and resettlement WWTP sites and WS sites have

resettlement Longshui: (22.5 ha permanent) procedures to be implemented prior the been selected with considerationstart of construction and to respect for limiting resettlement impacts

Changshou (34.8 permanent + 5.2 Chinese regulations and WBtemporary ha) Safeguards OP 4.12 and 4.20 Ensure land acquisition is carried

out during preconstruction stageResettlement in: Fair compensation of affected persons in order to ensure project

Bachuan: 83 population for the loss of properties or of construction in compliance with

.ongshui: 260 population agricultural activities. anticipated scheduleLongshun: 260 popuiation.

Changshou: 189 population

Temporary use of land: Insignificant No specific measure required. In case Any need for temporary land

impact anticipated from WWTP sites of local problem, the inconvenience outside project sites shall involve

and WSTP, labor camps and created or the loss of production will be a procedure prior to land

construction storage sites to be compensated. occupation by the Contractors.

located temporarily within the limits ofthe sites proper.

Some temporary land occupation Temporary camps in the urban area to

anticipated along river embankments be well isolated from residents and tofor access roads, camps and storage be particularly well managed and cleanof spoil and along sewer laying works

General impacts Construction of sewers will be Setting up of a strong organization forfrom construction distributed over a densely built urban works environmental supervision and

activities area, with risks of detrimental monitoring, with staff and clearimpacts regarding nuisances and operational procedures for rapid andpublic safety if works do not cope effective treatment of non-compliance.with international standards and goodpractices. Preparation of detailed environmental

Practices. and social specifications for theConstruction of embankments will contractors, to be part of the bidding

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7.4.4. RISK RELATED TO SLUDGE MANAGEMENT

As already mentioned, the present project should ensure appropriate handling and disposal ofsludge in the dedicated landfills. However, inappropriate management of the landfill may result inthe eventual pollution of aquifers and of drainage rivers.

SCGREAH - BYN - N°2 35 0032'. R3.1-A_&S- 2CC4 PAGE 57

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7.4. ENVIRONMENTAL RISK ANALYSIS

7.4.1. OVERFLOW AND ACCIDENTAL SPILLAGE

The occurrence of an overflow (during a rain event) or a major break-down in the operation ofthe VVWTP may result in the temporary release of untreated wastewater in the river. An increasein organic pollution downstream may thus be anticipated.

EA estimates the environment risks in case of these two kinds of emergency discharge wheresewage treatment is reduced to 50% and 0% (without any treatment) before sewage isdischarged into Bachuan River and Huaiyuan River, with the following results: when sewagetreatment is reduced to 50% due to failure, the BOD5, NH3-N and total P in the ground waterwithin 5 km from discharge point of effluent of sewage treatment plant for Huaiyuan River will be1.86 times of the standard values. When sewage treatment is reduced to 0%, the COD, BOD5,NH3-N and total P will be 2.70 times of the standard values.

Due to the rare possibility where two or even all of the three sewage treatment plants for LaixiRiver fail at ttie same time, only one plant, which serves Longshui Town and is most closed(approx. 5km) to Yutang Reservoir downstream, is considered for environmental risk due toemergency discharge. The analysis shows that in case domestic sewage is only primary treated(grid and settlement) in sewage treatment plant serving Longshui Town before discharge, themaximum COD, BOD5, and NH3-N in the ground water in section of Huilongwang, HuaiyuanRiver will be 1.60 times of the standard values.

To minimize risks, emergency power facility and spare pumps are considered in the design forsewage treatment plant. Strict operation regulation and careful equipment maintenance must befollowed and performed so as to minimize or even eliminate any abnormal working status. Therelated environmental authorities shall strength the policy instruction and supervision on sewagetreatment plant and help the latter minimize any possible occurrence of pollution accident so asto reduce environmental risk.

7.4.2. DEVELOPMENT PLANNING

This risk threatens the global objective of the project to improve the quality of the rivers and ofthe Three Gorges Reservoir. Indeed, the present subprojects supported by the WB are only partof a much larger program which concerns other major cities and as demonstrated with the far-field water quality modeling, this river improvement can only be obtained if those othermunicipalities manage their wastewaters.

Thus the planning risk is the delay or the cancellation of VvWTP in other PRD urban areas.

7.4.3. THREAT FROM INDUSTRIAL ACTIVITIES

As the WWTP will receive part of industrial wastewater, there is still a risk that the release ofexplosive or toxic products in the sewers affect the plant operation. However, strict regulationsdo exist in Chongqina Municipa'lty related to the discharge of industrial effluents into the urbansewers, and the authorities are implementing a strong policy for the enforcement of theseregulations and on the treatment of industrial effluents which should, in the near future, stronglyreduce the risk.

SOGREAH - BYN - N°2 35 0Q32 1. R3 i 2004 PAG-_ 56

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8. ENVIRONMENTAL MANAGEMENT PLAN (EMP)

8.1. CONTRACTUAL CONDITIONS FOR EMP

The CUEP1-NC wiil be developed under the main on-going contract for CUEP1 components,through an addendum. In these conditions, the environmental management measures toimplement will be only an extension of the environmental management and monitoring activitiescurrently on-going for the CUEP1 components under construction.

The Environment Protection Bureau (EPB) is an independent government agency that will playan active role in the review, monitoring and management of environment aspects.

8.2. IMPACTS AND MITIGATION MEASURES

Summary of impacts and their mitigation measures related to the Wastewater Components ispresented in the following table.

TABLE 30. SUMMARY OF IMPACTS AND MITIGATION

FIELD POSSIBLE IMPACTS PROPOSED MITIGATION MEASURES COMMENTS

ISSUES ASSOCIATED WITH THE CONSTRUCTION STAGE

Impacts on land Land Use requirement in Tuse, land Bachuan: (46.67 permanent + 7.2acquisition and temporary ha) Land acquisition and resettlement WWTP sites and WS sites haveresettlement Longshui: (22.5 ha permanent) procedures to be implemented prior the been selected with consideration

start of construction and to respect for limiting resettlement impactsChangshou (34.8 permanent + 5.2 Chinese regulations and WBtemporary ha) Safeguards OP 4.12 and 4.20 Ensure land acquisition is carried

out during preconstruction stageResettlement in: Fair compensation of affected persons in order to ensure projectBachuan: 83 population for the loss of properties or of construction in compliance withLongshui: 260 population agricultural activities. anticipated schedule

Changshou: 189 population

Temporary use of land: Insignificant No specific measure required. In case Any need for temporary landimpact anticipated from WWTP sites of local problem, the inconvenience outside project sites shall involveand WSTP, labor camps and created or the loss of production will be a procedure prior to landconstruction storage sites to be compensated. occupation by the Contractors.located temporarily within the limits ofthe sites proper.

Some temporary land occupation Temporary camps in the urban area toanticipated along river embankments be well isolated from residents and tofor access roads, camps and storage be particularly well managed and cleanof spoil and along sewer laying works

General impacts Construction of sewers will be Setting up of a strong organization forfrom construction distributed over a densely built urban works environmental supervision andactivities area, with risks of detrimental monitoring, with staff and clear

impacts regarding nuisances and operational procedures for rapid andpublic safety if works do not cope effective treatment of non-compliance.with international standards and goodpractices. Preparation of detailed environmental

Practices. and social specifications for theI Construction of embankments will contractors, to be part of the bidding

SCGREI-- - BYN - N'2 3< 2C32 ' 1- ..- 2 8 PAGE 58

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FIELD POSSIBLE IMPACTS PROPOSED MITIGATION MEASURES COMMENTS

involve large earthworks next to documentation. Contractorresidential areas with high risks of environmental obligations are part ofnuisances for surrounding residents. the contract documentation.

Payment procedures for environmentalactivities of the contractor follow anincentive approach.

Impacts from Large quantities of earthwork A detailed demolition program,earthworks and excavation and fill will result mainly including phasing, proposal forspoil production, from river embankment construction transport route and description ofhandling and and a small amount of building proposed disposal sites, will bedisposal demolition; anticipated volumes required from the concerned

related to Wastewater components contractor(s) pror to the starting of theare estimated at: works.

Wast Water Component: Contractor required to prepare a SpoilVvaste Water Component: Management Plan

-Excavation: 2.99 million m 3 MagentPn- Fill: 2.722 million m3 On-site reuse of demolition and

excavation material as fill must bemaximized when applicable.

Dust and sediment discharge to river Appropriate management of earthworks Most of technical measures aremay occur from uncovered and in accordance with the contractor described in thc Chineseunconsolidated materials during environmental specifications. This will regulation 'Temporary regulationearthworks in dry season, particularly include rules for piling, compacting and on construction andfrom river embankment construction spraying spoil while waiting evacuation environmental management ofsites. or reuse. Temporary storage of earth construction sites".

piles on WWTP and alongDust may affect nearby resident embankment sites and pipe layingpopulation. sites, should drain into sedimentation

basins before discharge to the river.

Transport of material as earth fill, Sewer network should be done byearth spoil, sand and gravel to or segmentation in order to minimize spoilfrom sites may affect urban areas production during the construction.crossed by the trucks if appropriatemeasures are not implemented, Washing post for trucks leavingresulting in serious impacts on road construction sites to limit mud transporttraffic, public safety, air quality ard in city roads. Strict obligationsnoise. regarding size of trucks, of load,

necessary load cover, routes andtiming will be imposed to concernedcontractor.

Impacts on air Impacts concern mainly the WWTP Monitoring of construction sites to focusquality and noise and parts of embankments located in primarily in urban construction sites.

dense urban areas. Fumes and Contractor specifications regardingexhaust gas from trucks and heavy operation and maintenance ofmachinery on construction sites may construction equipment and transport ofaffect air quality, as well as dust from materials by truckmaterial transport by trucks or fromearthworks.

Noise from heavy machinery, Enforcement of existing noiseparticularly in residential areas standards related to machinery and

working period.

Traffic congestion resulting from Public information and appropriatesewer network construction may construction practices and organization,result in temporary higher levels of with road signs and coordination withpollutants (TSP, NOx, CO) traffic Police will minimize impacts and

ease traffic during works.

-CGRE.AH - BYIN - N°2 35 ;032 . PAGE 59

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FIELD POSSIBLE IMPACTS PROPOSED MITIGATION MEASURES COMMENTS

Impact of noise No significant noise impact is Ensure design and type of Monitoring to be carried out on aanticipated to affect the surrounding electromechanical equipment selected random basis by Project Owner.population. In Longshui, WWTP is satisfies national standards for noise Controls also to be carried out bylocated in rural area, far from urban emission. independent agency based onresidences. In Tongliang, WVVTP is Provide green belt of trees around claims from residents received onclose to residential zone, but 100 m facility in Tongliang to absorb part of the grievance-line.distance buffer zone is respected. the noise.Pumping stations should not have Carry out monitoring of noise emissionnoise impact if built according to at day and night at boundary of thestandards. operating facilities.

Impact on Improvement of water quality in the Solid Waste management program to Evolution of land and apartmentlandscape river and development of landscaped be implemented with the present prices along river banks may

embankments will strongly favor the project more clearly quantify thelandscaping of the stream sides and magnitude of this beneficialtheir better integration into the urban impactlandscape.This beneficial impact may be ruinedif appropriate management ofgarbage is not implementedsimultaneously.

Impact on wildlife Improvement of the concerned rivers No special mitigation.and ecology water quality which will particularly Additional measures may include the

increase the DO will favor on the long regular supply of fish fry in the riversterm the aquatic biodiversity. and the appropriate selections of

shrubs and trees to plant along the riverDevelopment of vegetated banks which diversify ecologicalembankments and parks along the habitats and eventually biodiversity.rivers will favor a higher density anddiversity of birds.

Risk For WWTP, risk management issues WWTP to apply current managementManagement are mainly limited to the discharge in protocols in accordance with national

the sewer system of hazardous practices.products (threatening public safety ortreatment operation), to accidental Issue related to siudge managementdischarge of untreated effluent in the depends upon the appropriateriver and to inappropriate disposal of management of the landfills. Regularsludge. However, risk remains limited monitoring of landfill management andin term of public safety. of leachate quality should allow early

identification of non-compliance andcorrective action.

8.3. MITIGATION PROGRAM

Mitigation requirements and measures identified during the Environmental Assessment studiesof the sub-projects mainly concern the following issues:

* The compensation for temporary or permanent land acquisition, with resettlement programif involuntary displacement of persons,

* Mitigation for the loss of valuable ecological or cultural resources.

* Application of environmental good practices during construction activities by theContractors on all the construction sites and in their surroundings.

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8.4. MONITORING PROGRAMS

In order to ensure the strict and efficient implementation of the mitigations measures proposed,including the respect of environmental obligations during the construction stage, a program ofmonitoring activities will be required, which includes mainly 3 types of monitoring:

* The general environmental and social monitoring of construction sites and activities,

* The specific monitoring of water quality and water pollution control,

* The specific monitoring of air quality and pollution control, and of noise.

Monitoring of land acquisition and resettlement is considered in RAP reports and will not bediscussed again as part of the present Consolidated EA Report.

8.4.1. MONITORING OF CONSTRUCTION ACTIVITIES

This monitoring aims at ensuring compliance of Contractor activities with its contractualcommitments as well as with the environmental regulations and standards prevailing in PRC.

Monitoring should be carried out during the project construction stage.

8.4.2. WATER QUALITY MONITORING

Objective of water quality monitoring is to ensure pollution control from construction activities isefficient and that all activities are performed in compliance with applicable standards.

8.4.2.1. LOCATION CF SAMPLING SITES

Sampling sites will be established in critical points where the control of effluents fromconstruction activities can be easily implemented. This concerns for example major drainageoutlets from construction sites, from concrete batching plant (if any), from worker camps, fromspoil disposal areas, from machinery reparation yards or from petrol products storage areas.

8.4.2.2. PARAMETERS TO BE MEASURED

The most frequently observed pollution types from construction works are mainly suspendedsolids due to earthworks, soda effluents from batching and concrete related activities, andhydrocarbons from engine leakage and maintenance. Potential pollution from labor camps ismainly of bacteriological nature and related to sanitation issues. The parameters to be followedmust be the best indicators of activities anticipated in the sites, which may clearly establish thepresence or not of a nuisance directly induced by the activities. The other types of parametersconcern those providing a more general information on the condition of the receiving river. Theparameters are:

* At any discharge point from the construction sites: Temperature, pH, Electrical Conductivity,Dissolved Oxygen (DO).

* At the treated effluent disc,; arge point from labor camps (if any): Fecal Coliform, Ammonia,Biological Oxygen Demand in 5 days (BOD5).

* At the outlet of concrete production effluent (if any) and of earthworks: Total SuspendedSolids (TSS) and pH

* At the outlet/drains draining construction activities and mechanical maintenance areas: pH,TSS, oils.

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When required, monitoring may also include some of the parameters conventionally used forMunicipal or National Monitoring stations: TDS, Chemical Oxygen Demand (COD), Ammonia,Total Nitrogen, Total Phosphorus.

Semi-annual reports of WQM and other monitoring results will be prepared by the Consultant tothe local environment agency, with a copy to the PMO.

TABLE 31. WATER QUALITY MONITORING FOR WASTEWATER COMPONENTSCITY CONSTRUCTION STAGE [ OPERATION STAGE

PARAMETERS FREQUENCY SITES [ PARAMETERS FREQUENCY SITES

WASTEWATER COMPONENTS

Bachuan City Routine , 4 times/year Drainage outlets of Effluent: DO, pH, Daily for effluent VWNTP outlet &parameters: Tc, construction sites & SS, Total Coliforms Semi annual for sludgepH. EC, DO. NH3, camps sludge, by OperatoTSS, BOD, , oils,Coliform Typical parameters Random for nver us & DS discharge iof EPB-CQ monitonng results nver body

by EPB

LongshUi City Routine 4 times/year Drainage outlets of Effluent: DO, pH, Daily for effluent WWTP outlet &parameters TPc, construction sites & SS. Total Coliforms Semi annual for sludgepH. EC, DO, NH3. camps sludge, by OperatoiTSS, OD5, oils, Typical parametersColiform of EPs-Ca Random for rver US & DS discharge ir

monitoring results river bodyby EPB

Bishan City Routine 4 times/year Drainage outlets of Effluent: DO, pH, Daily for effluent WWTP outlet &parameters: TPc, construction sites & SS, Total Coliforms Semi annual for sludgepH, EC. DO, NH3, camps sludge, by OperatoTSS, BOD 5, oils. Typical parametersColiform of EPB-CO Random for nver US & DS dischargei

monitonng results river bodyby EPB

8.4.3. AIR QUALITY AND NOISE MONITORING

8.4.3.1. PARAMETERS

Monitoring of air quality and noise will be carried out during construction and operation stages ofthe project. Purpose of monitoring is to ensure that air pollution, dust and noise standards arerespected on the construction sites and that these nuisances are kept at the minimumacceptable level for the surrounding residents.

During construction, monitoring sites will be identified around the concerned sites and nearbysensitive spots located around.

During operation stage of the Longshui and Tongliang WWTP, appropriate parameters (H2S,NH3, S-methanol and total bacteria) will be monitored by the Operator of the facility.

Noise will be monitored in each site located close to residential areas or when required wheresuspicion of excessive noise exists. Noise levels will be monitored over periods of 24 hrsduration inside the construction sites and around.

A special attention will be provided to noise leve&s . ionitoring during night time, around thesewer network working sites and machinery, most being located in residential areas, and nearsensitive spots as schools and hospitals if any.

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TABLE 32. NOISE & AIR QUALITY MONITORING

CITY OR RIVER CONSTRUCTION STAGE OPERATION STAGE

PARAMEfTERS I FREQUENCY SITES PARAMETERS FREQUENCY SITES

WASTEWATER COMPONENTS

Bachuan City TSP, NO2 4 times/year and WWTP site NH3, N-Methanol, Twice a year by the WWTPNoise upon request Network Bacteria, H2S, Operator and uponconstructon site Continuous noise claimDikes sites day & night

Longshui City TSP, NO2 4 times/year and WWTP site NH3, N-Methanol, Twce a year by the WWTPNoise upon request Network Bacteria, H2S, Operator and upon

construction site Continuous noise claimDikes sites day & night

Bishan City TSP, NO2 4 bmes/year and Network construction NH3, N-Methanol. Twice a year by the 3 Pumping StabonsNoise upon request site Bacteria, H2S, Operator and upon

Continuous noise claimday & night

8.5. DOCUMENTS REQUIRED BY EPB

Based on the EA law in the People's Republic of China and Construction Projects EnvironmentProtection Management Regulation, the EPB is requiring the following documents to becompleted by the construction companies:

1. After the approval of the individual EA by the local EPB, the construction company willfill in an application form for Environmental Impact Assessment of Constructionprojects in Chongqing.

2. Before the beginning of the construction, the construction company has to fill in arecord of synchronized Environment Protection (EP) design of Construction projectsin Chongqing. At the same time, it should submit the following documents for theenvironment agency record: EP general design drawing, network layout, EP contract(if not already included in the main construction contract) and supervision contract.

3. According to the EP design, the EP facilities and main body works should becompleted at the same time. Before the trial operation, the construction companyshould fill in the application form for pre-testing of EP measures of Constructionprojects in Chongqing.

4. Since the trial operation appraisal, the construction company should apply within 6months for a take over test by filling the application form for testing EP of completedprojects. At the same time, it should submit the survey and monitoring reports madeby qualified companies.

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9. PUBLIC CONSULTATION

9.1. METHOD AND ORGANIZATION

Public involvement activities for the present CUEP 1 NC component have been respectivelyorganized by the units who prepared the EIA reports. Public involvement has been madeeffective throughout the EIA process, including social economic surveys, interviews with localauthorities, public consultation and information disclosure, and public meetings.

The method of pubic consultation and public interview consists of questionnaire and hearings.The questionnaire used and presented in Appendix 4 Table A4-1 was seeking from publicperception on project status, possible favorable and unfavorable impact and proposedenvironmental protection measures so as to hear comments and suggestion from the public.

To facilitate the public to understand the proposed projects, the project proposal, feasibility studyreport and investment of current environmental situation were fully presented on the bulletinboard in the civil administrative offices of related town halls, where special persons wereassigned to answer questions from visitors. To facilitate the pubic to exercise the rights to knowand to participate, each town publicized the proposed projects and information exhibition place,and reception organization or person to the public through broadcast and closed-circuit TV in theconcerned village.

9.2. ACTIVITIES CARRIED OUT

In March, 2003, 60 copies of the questionnaire of integrated environmental control for BachuanRiver and Huaiyuan River were issued and 56 copies were sent back, of which 55 copies wereconsidered effective. On November 3rd, 2003, hearing of integrated environmental control for.Bachuan River and Huaiyuan River was held in the office of Project Command, TongliangCounty. In July 2003, 100 copies of the questionnaire of integrated environmental control forLaixi River were issued, and all copies were sent back and considered effective. On August 26th2003, approx. 20 persons consisting of the people in effected area and to be resettledparticipated the hearing of integrated environmental control for Laixi River. On November 3rd,2003, hearing of integrated environmental control for Taohuaxi River was held in the office ofChangshou Infrastructure Development Co., Ltd., Changshou District. At the same time 60copies of the questionnaires for public comments was distributed in Duzhou and FengchengTowns and neighboring villages, and all of them returned as effective copies.

In August 2004, notice for availability of EA and RAP reports on web site is scheduled.Accordingly, the distribution of the resettlement information booklet is revised to: January toSeptember 2004.

The results of the public involvement activities are presented in Appendix 4.

The list of key participants, of meetings and activities carried out and of documents released arepresented in the following tables.

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TABLE 33. PUBLIC CONSULTATION AND INFORMATION DISCLOSURE PROGRAM

TYPE |T BY WHOM I WITH WHOM | WHEN |WHERE | B EUIREMENT

PUBLIC CONSULTATION AND INFORMATION DISCLOSURE FOR BACHUAN & HUAIYUAN RIVERS COMPONENTS

Interview during field social Chongqing Coal Design 16 participants, including Yi Office of Planning Committee,economic survey and Hongbing, He Dezhong, Yang Feb. 2003 OD 4.30 and OP 4.01follow-up Institute Zhigang and Ao Bin. Tongliang Country

RAP outline consultation Chongqing Industrial and 30 participants, including Yi March 2003 Office of Project CommandCommercial University Hongbing and Tang Chenyun

OP 4.0: ConsultationDraft EA outline Chongqing Coal Design 25 participants, including Huang March 2003 Office of Project Command during TOR stage (theirconsultation Institute Kang, Lei Kakuo, Hu Mingliang work done before OP

requirement)

OP 4.01: Consultation

EA TOP consultation Chongqing Coal Design 15 participants, including Zhen April 2003 Offce of Project Command during TOR stage (theirInstitute Bangwei, Lei Kakuo and Zhang Lun Apiw00oficrfPrjckCmaddurng T bRfstae (tei

requirement)

Distribution of projectinfrmaionandkey EA and CogigCoal Design 60 participants, including Yang Bachuan Town and

RAP messages in bullet Institute Hong, Liu Yuanyu and Xu Jufang. March 2003 neighboring villagespoint format in first public IntttHogLiYuyuadXJungmeetings

RAP Surveys Chongqing Industrial and 25 participants, including Tang Oct. 2003 Office of Project CommandCommercial University Chenyun and Li Linig

Distribution of project Chongqing Coal Design W Oinformation and key EA and Institute 14 participants, including Wang OP 4.01: Consultation

Ming, Yang Guangming and Jiang Nov. 2003 Office of Project Command prior to finalization of draftRAP messages in second Chongqing Industrial and Youju reportpublic meetings Commercial University

Final EA Chongqing Coal Design 20 participants, including Huang Aug. 2003 Office of Project CommandInstitute Kang and He Daiguo

Final RAP Chongqing Industrial and 20 participants, including Tang Dec. 2003 Office of Project CommandCommercial University Chenyun and Li Ling_ ..

SOGREAH - BYN - N°2 35 0032 1. R3.1- AUGUST 2004 PAGE 67

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TABLE 34. KEY PARTICIPANTS TO PUBLIC CONSULTATION PROCESS

COMPONENT KEY PARTICIPANTS

FOR BACHUAN & Wan Ming (Civil servant of Bachuan Town), He Daiguo (Teacher of LongduHUAIYUAN RIVERS Preliminary School), Zhen Bangwei (doctor of local hospital) , Lei Kakuo (director of

community), Zhang Lun (resident of community), Yang Guangming (member ofPolitical Consulting Conference, Tongliang County), Jiang Youju (Yandu Villager),Hu Mingliang, Zhou Yonghua, Zhang Qifu and Zhao Jilong (Yueyang Villagers),Tang Chenyun and Li Ling (representative of residents to be resettled) , and HuangKang (member of People's Congress Council, Tongliang County).

FOR LAIXI RIVER Song Bin (civil servant) and Yun Juqi, Cai Long, Li Yun and Ou Guofeng (residents) from DazuCountry; Chen (village director) and 7 villagers including Zhen Mingguang, Zhou Guangyaoand Deng Shangqing from Puan Village; Wang (village director) and 5 villagers including JiangChanghong, Zhou Aijun, Ying Tingfu and Yang Fushun from Fulong Village; Li (village director)and 7 villagers including Tang Chenhua, Li Guangyou, Deng Zhigao and Xia Guiyou fromMingguang Village.

FOR TAOHuAxI RIVER Yang Xiaomu (civil servant), Gou Xingzhi, Dan Tangyong, Jiang Luping (residents) and ShunYang (teacher) from Duzhou Town; Zhang Dejun (civil servant), Deng Jang, Pen Baoting andYang Zhongquang (villagers) from Shengtiang Village; Huang Changfeng, Wang Xiaobi andZhao Hong (residents) from Fengcheng Town; Wang Chuangming (civil servant), Hang Funlin,Li Bengqing, He Wei, Long Xinggang, He Fukang, Fang Songbao, Huang Huaixiu, FuMingguang, Xiang Mianying and Pang Qiming from Lianglu Village.

TABLE 35. DOCuMENTATION RELEASED

DOCUMENT DISCLOSURE DATE LOCATION WB REQUIREMENT

FOR BACHUAN & HUAIYUAN RIVERS

Copies of EA TOR and RAP Feb. to March 2003 Office of Project [OP 4.01; OD 4.30; BPoutline Command 117.50

Questionnaires and key EA March 2003 Bulletin board in the civil At least 2 publicand RAP message administrative office of consultation after

Bachuan Town Hall environmental problemsscreening and beforefinal TOR

Draft EA report Aug. 2003 Office of Project Borrower shall publicizeCommand the draft EA.

Draft RAP report Nov. 2003 Office of ProjectCommand

Final EA and RAP report Nov. to Dec. 2003 Office of ProjectCommand

Notice for availability of EA Jan. 2004 Web Site Public Disclosureand RAP report on Web site

Resettlement information Jan. to Sep. 2004 To sign compensationbooklet agreement in Office of

Project Command

FOR LAIXI RIVER

Copies of EA TOR and RAP April to July 2003 Civil administrative OP 4.01; OD 4.30; BPoutline offices of Longshui, 17.50

Fulong and Mituo TownHalls

Questionnaires and key EA July 2003 Bulletin boards in the At least 2 publicand RAP message civil administrative consultation after

offices of Longshui, environmental problemsFulong and Mituo Town screening and beforeHalls final TOR

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DOCUMENT DISCLOSURE DATE LOCATION WB REQUIREMENT

Draft EA report Aug.2003 Office of Planning Borrower shall publicizeCommittee, Dazu the draft EA.Country

Draft RAP report Sep. to Oct. 2003 Office of PlanningCommittee, DazuCountry

Final EA and RAP report Sep. to Nov. 2003 Civil administrativeoffices of Longshui,Fulong and Mituo TownHalls

Notice for availability of EA Web Site Public Disclosureand RAP report on Web site

Resettlement information Oct. to Nov. 2004 To sign compensationbooklet agreement in civil

administrative offices ofLongshui, Fulong andMituo Town Halls

FOR TAOHUAXI RIVER

Copies of EA TOR and RAP Feb. and July 2003 Office of Changshou OP 4.01; OD 4.30; BPoutline . . Infrastructure 17.50

Development Co., Ltd.

Questionnaires and key EA March and Aug. At least 2 publicand RAP message 2003 Duzhou and Fengcheng consultation after

Towns and neighboring environmental problemsvillages screening and before

final TOR

Draft EA report June 2003 Office of Changshou Borrower shall publicizeInfrastructure the draft EA.Development Co., Ltd.

Draft RAP report Oct. 2003 Office of ChangshouInfrastructureDevelopment Co., Ltd.

Final EA and RAP report Aug. and from Oct. Office of Changshouto Dec. 2003 Infrastructure

Development Co., Ltd.

Notice for availability of EA Web Site Public Disclosureand RAP report on Web site

Resettlement information Jan.2004 To sign compensationbooklet agreement in Office of

ChangshouInfrastructureDevelopment Co., Ltd.

C "-A R_H- -N2 U.........Z* RY ' X,-'2 u ;- P-3 I' ..... PAGn 7

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10. CONCLUSIONS AND RECOMMENDATIONS

10.1. IMPORTANCE OF PROJECT

If all the areas concerned by the Project Components show good environmental conditionsregarding air and noise, all satisfying Level II standards, they also all show heavy water pollutionlevels. On the average, COD in Huaiyuan River is 2.1 times the standard value, and BOD5 1.59times, petroleum 74.4 times, NH3-H 5.82 times, and total P 4.72 times. In Laixi River COD is2.55 times the standard value, petroleum 14.02 times, NH3-H 1.07 times, and total P 1.21 times.In Taohuaxi River COD, BOD5, NH3-H, and total P are all 1.5 to 2 times the standard values.petroleum 10 to 20 times the standard values. Bacteriological pollution (Coliform) in the threerivers exceeds by 100% the standard, and in the worst case 1000 times the standard value.

CUEP wastewater Loan Savings components will strengthen cities environmental protection,protect the Yangtze system water resources and water quality especially for the Three GorgesReservoir on the long term, reduce environmental pollution resulting from wastewater discharge,protect surface water and underground water, improve people's quality of life and public heath.

Improvement of urban environmental quality boosts also city economic development though abetter attractiveness for investors and middle class residents, a raise in land and building valuealong rehabilitated river sides and creeks. Reduction of pollution load to the river results also,further downstream in water quality improvement with beneficial impacts on aquatic biodiversity,fisheries and protection of water resources.

10.2. MAJOR ANTICIPATED IMPACTS AND MEASURES

Sites anticipated for the Wastewater Treatment Plants are appropriately located. Land has beenacquired involving limited expropriation and demolition, which have been compensated. Aminimum distance of 100 m between Tongliang Plant and residential buildings is respectedLongshui WWTP is located in a rural area, with no anticipated nuisance for surroundingpopulation.

Main sewers will be implemented together with river embankment works. Most of the demolitionand resettlement requirements, which are significant, result from the river embankmentcomponents closely associated to the wastewater components.

Phase 1 for Tongliang and Longshui WWTP will provide an additional treatment capacity of60,000 m3 per day, resulting in a total annual river pollution abatement of about 3,100 t BOD 5,6,700 t CODcr, 3,800 t Suspended Solids, 620 t NH3-N and 80 t PO43P.

As a consequence of this positive pollution abatement, both WWTP will generate a total wetwaste quantity of about 108 t/day, including about 72 t/day of wet sludge at 20% solids anaabout 36 tVday of screen bar waste at 40% solids. This wet waste will be safely disposed in twodedicated landfills presently under construction.

The project is not anticipated to involve detrimental impacts on the terrestrial and aquaticecosystems. Sites dedicated to the facilities are already urbanized. Any road tree felled becauseof the sewer laying works will be replanted at the end of the works.

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The project is not anticipated to affect any known cultural spot, and definitely not at WVVTP sites.However, excavations in the cities for the sewer network may reveal some buried remains ofhistorical value. Procedures will be set-up for construction.

A major impact during construction may result from the large volumes of earthworks, mainlyrelated to the river embankment works (total of about 3 million m3 excavation and 2.7 million mfill), if not appropriately managed by the contractors: dust, mud, sediment discharge to river,degradation of temporary spoil disposal sites).

At the time of the construction, and particularly for the sewer network components (and mainlyfor the urban river embankments), several construction sites will be implemented over the citiesin densely inhabited areas. Several nuisances and risks for the public safety may result ifappropriate measures are not strictly enforced. For this purpose, the EnvironmentalManagement Plan proposes to implement specific mitigation measures including:

* The implementation of clear procedures for routine monitoring, reporting and addressingnon-compliances detected on the construction sites.

* The implementation of procedures for public information, to deal with nuisances as roadtraffic disturbance, water, electricity or gas temporary cut-off, temporary noise, andincluding among classical information measures the creation of an Internet site dedicated tothe Project.

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APPENDIX 1LIST OF EA PREPARERS

.C0GRET-VE\,{ -IN0 2 3VCC2 -R,

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This Overall Environmental Assessment for the Project Wastewater Components has beenprepared by the CISDI (Chongqing) with the assistance of SOGREAH Consultants.

The following persons participated to its preparation:

No. Name Qualification Issuing Role in framework EIAcertificate ID time

1 Xiaod A31040009 1996.4 General responsible and review

[2 Wang A31040005 1996.4 Pre-framework EIA coordinationDong 1

3 Hu Mingpu jA31040003 1997.12 Technical responsible4 Yu Zeqing A31040004 1997.12 1 Environmental function division and criteria for

____ ____ _____I __ ____ ____ ____ ____ riverside road project5 Runping A31040014 1 Project overview and drawing preparation for

IRunpinq 31040014 1997.12 riverside road project6 Li A3104C006 I 1997.12 Concept comparison for riverside road proJect

Chaoping I I _7 Xie Jingyu A31040013 1997.12 EAI for riverside road project8 YaoJie A31040007 1997.12 Public participation, environment managing and!_ __ I monitoring plan for riverside road proiect9 I Long Tao iA31040008 ! 1997.12 Drawing preparation for water drainage project |

|10 fLiu 1 Environmental function division and criteria for____ Yaoming i A31040011 20 water supply & drainage project11 Bai A31040016 20031 Project overview and concept comparison for

C__ aivuan A31040016__ 2003____1 water drainaae project

12 Shu A 31040015 20031 Current environmental status and EIA of water_ _ _ Xingwu I ______ _____ drainage proiect

13 j GuoYing _ A31040017 1 2003.12 Public participation, environment managing and____ ____________ _____________ ____.______ monitoring plan for water drainage project14 Hou A 2 Project overview and concept comparison forIA31040001 2004.3

-Xinsheng , ~ water supply project15 Zhou A3000 043 Current environmental status and EiA of water

_____ Guangyuan | supply project16 ZhouHao i A I Public participation, environment managing and

!30401 2004.3 monitoring plan for water supply project17 Luo Ming IA31040010 1 2004.3 | Drawing preparation for water supply project

From SOGREAH Consultants

3 Dr. Bernard Yon, Environmental Expert

o Frederik Cornu, Resident Engineer

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T~~~~~~~~~~~~~~~~~~~~~~

APPENDIX 2FIGURES

SOGREAr.- - DY,N - L!2 35,Cj z " R 1.

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0�U ACliongq i ng' s,,Lpcat i on i n Cli i ri L,

0:ELAI Sliaanxi Provitice

G)rTi> he Peop Io' sRepub I i c' 6f"& I na

IlLibei Province

-n 1L i�0 0

IS I 3�-ds

rOf S LV. T

0 0 Cli i na Seam kk

m m C)4 > > fliree Reservoir Dam

9 r- = U-) Environmerit Controlcn r- m -I CilLiaii Pi ov i lictl-I Lo of Bacl;1U rn Z "ua" Ri03 Z < & Huaiyan River

< 0o

0 ZZ N'W. -. R q 0m m

G') rnZ S-0 > Cliotigqing, Cliina>> 0u > C- Cc, S3: (n M VP fRof I-.j.\iO -n O 0> O

cn > jcn Z -4

0 rn 0m ::5 %; LJrian ProvinceZ

0 0 L., X.Z

aligslioum Distric *1 Legend!l(n Yan Prov i tic ial Boundary

Guizliou Pr v i nce ........ .It W County Boundary

Tong allo K tE Yangtse RiverZ Cotintym IkiftW Municipal & countym

Z government's locationCD

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N.~~~ - --<

>Tff C -- ----

1~~~~~~~~~~. ( 1

K I

r

- ~ ... ..6 . .! ~ ~ f j A ~

/ -,~ ~ ~ ~ ~ ~~~~~~~~~A

-'a~

~~~~~~~r-4r~~~~

FIGUR ~ ~ ~ ~ %X 2LCTOOFACUNRV R &HA A RIVR TONLAN OUT

PEOLES EPBLC O CIN CONQIG UBA EVIONENTPRJET NW OMPNETS JUE 00TH WRL BNKOVRAL NVROMETA ASESMNT23 032

X~OGREAH LOCTION OF BACHAN IE UIUNRVR OGIN ONY FGR

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._ I

. ; . ,. w. . ,: ~~~Carv.fngs ,,,!-!:t1

:. 1' J .,

_ _:_ E<~d S W-w, Q 1 .J,I -, , , , , 5 , 2x ,X,, rx* _tE-ti' 1"-;''b'

IfH.

t~~~~~~~~4-W ;, aJ?>wtt|<M2g sS t=

a w , - *2 - ./2weh ,r

{S.~ ~~~ ~ .4

;7 ; .. 0

-~ (--l-51' "'-- '

. ~~~~~~~~- -. ;a.ixtL R / er If -

a~~~~~~~~

4. 2.,~ 4Hai f 1

iv ~ ~~~~ 5k

.~~~~~~~~~~~~~~~~,~

.i

A'14..~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~

.11 ~~~~~~ , n ,42

(7> ~~'SOGREAH GEOGRAPHICAL LOCATION OF SEWAGE TREATMENT PLANT FOR TGAE___________ . . EN~~~~~~~~~VIRNETCNRLO%AX.IVR AUCUT IUEN'

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4A,~~~~ sa, -.. E ..', -, tUM

l inltary LaZi") t Gt:tanx i SewageI ~~~ rils - *..t! T.a*MEAt 4 -4Vr

Tahuax /Riverte e

II I I0 5 10 15k

FIGURE 4. LOCATION OF TAOHUAXI, CHANGSHOU DISTRICT

PEOPLE'S REPUBLIC OF CHINA CHONGQING URBAN ENVIRONMENT PROJECT - NEW COMPONENTS JUNE 2004THE WORLD BANK OVERALL ENVIRON MENTAL ASSESSMENT 235 00321

XQ r• 7 OREAH LOCATION OF TAOHUAXI, CHANGSHOU DISTRICT FIGURE N04

6 le~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~

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N

A

- __ N

Ba . -

I Section |K _ ;~ ~ < 9 _' Ei -'~ of Downstream

Sewage Treatment Plant | 1 Legend

- 5 CdZ g4 See Tr.at.n.t Plant

I..> -blair internept ion Plpe

* _ - ffi Seconaary PIoe-ork of Phase I

Soc.nda-y Pipeor-k of Ph.s. 11

(o-itor-d Sectio

-. ,. tMonitoring Points i -4 -of En-iroroeMntal Noise

FIGURE 5. PLAN VIEW OF INTEGRATED ENVIRONMENT CONTROL OF BACHUAN RIVER & HUAIYUAN RIVER, TONGLIANG COUNTY

PEOPLE'S REPUBLIC OF CHINA CHONGQING URBAN ENVIRONMENT PROJECT - NEW COMPONENTS AUGUST 2004THE WORLD BANK OVERALL ENVIRONMENTAL ASSESSMENT 235 00321

PLAN VIEW OF INTEGRATED ENVIRONMENT CONTROL OF BACHUAN RIVER &~ ~SO.GREAH HUAIYUAN RIVER, TONGLIANG COUNTY FIGURE N°5

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VN A

I~~~~~~~~~~~~~~~~~~~~

,' kIV r. - -= ~~~~~~~ f o aw ru - w ;-

'U'-.0 -. %; E

f e

l 6. P

FIGUREA 6. PLAN VIEW OF SEWAGE PIPE NIETWORK, LONGSHUI TOWN, DAZU COUNTY FGR 1

PEOPLE'S I

THEWORLD BAK OVERALL NVIRONMENTL ASSESSMET 235 0032

tGREAH~~FIUR 6 PLAN VIEW OF SEWAGE PIPE NETWORK, LONGSHUI TOWN, DAZU COUNTY FGR °

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fo .c(4

(4,

z-~~~~~~~~~~~~~~~I,4

F-ta~~

C~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~C

lb~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~b

~~~~~~~~~~~~~~~~~~~~~~'

0>.~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~r

I U \L/~~~~~~~~~~~~~DU

~~~. ~~~~, ~~~~~ 7~~~~~i~~~< 'K>___ 4---- 4,~~~~~~~~~~~~~~~~~~~~~

~~~~ /K{]~~~~~~~~~~~~~ -- A-~~~~~~~~~~~~~~~~~

DC

TAOHuAxi RIVER, CHANGSHOU

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i

ii

I

I I

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UHONGQING MUNICIPALITY - THE WORLD BANKCHONGQING URBAN ENVIRONMENT PROJECT - NEW COMPONENTS

CONSOLIDATED EA FOR WASTEWATER COMPONENTS

APPENDIX 3QUALITY & EEOISSION STANDARDS

S-: G TAH E - -!2 35 5Q32 A R R r

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I I

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CHONGOING MUNICIPALITY -THE WORLD BANK

CHONGQING URBAN ENVIRONMENT PROJECT- -NEW COMPONENTS

CONSOLIDATECD EA FOR WAD1STE_WATER COMPONENTS

rE N V I RR C'*I.: I . IT AL :~ZUA'" I TY AI'Z Z D '.M11SS 0 !

ENViRC'VuPE:iTm iUAIT STAJDAiYD

Environmental Air Quality Standard (GB3095-1996) with regulation GB3095-96 for Fluorideand standard for maximum concentration of Chlorine from Industry Designing SanitaryStandards (TJ36-1979).

ENVIRONMENTAL AIR QUALITY STANDARDS

CONCENTRATION LIMITS

POLLUTANTS 1 HOURLY DAILY YEARLY I SOURCE OF STANDARDS AND UNITS

AVERAGE AVERAGE AVERAGE

qf'^ 5 ~0.50 Q 1 5 OC__- 0.5 0 I5 (GB3095-1996)

Nox 0.15 010 [ 0.05 )(nna/Nrn3)

TSP L 0.30 0.20

F_ l7 [ 20 (GB3095-1996) (pg/m 3)

Cl2 0.10- 0.03 | (TJ36-79)(mg/Nm3 )

Amonia 1.20 PReferring to highest allowable concentration ofliving quarters as per industrial design

H2F _ 0.01 l sanitation standard

1.2. AIR QUALITY STANDARDS FOR T.E rROT;CTIO - CROPSc

Standards for the Protection of Crops (GB9173-88) set the maximum concentration of someair pollutants in order to preserve the safe consumption of crops..

AIR POLLUTANT CONCENTRATION LIMITS FOR PROTECTING CROPS

AVERAGE DAILY

SENSIBILITY CONCENTRATIO AVERAGE ANY TIME CROPS

Ij SEASON ION

S02 Winter wheat, spring wheat, barley,I Sensibve crop 0.05 015 0 50 soybean, ginger, spinach, cabbage,

(mg/rnm) and so on

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CFIONGQING MUNICIPALITY - THE WORLD BANK

CHONGQING URBAN ENVIRONMENT PROJECT -NEW COMPONENTS

CONSOLIDATED EA FOR WASTEWATER COMPONENTS

AVERAGE DAILY

POLLUTANTS SENSIBILITY CONCENTRATIO AVERAGE ANY TIME CROPSN IN GROWING CONCENTRAT

SEASON ION

Medium 0.08 0.25 0.70 Rice, corn, cotton, tobacco, tomato,sensitive crop broomcorn, etc.

Insensitive crop 0.12 0.30 0.80 Horsebean, , taro, strawberry, etc.

Sensitive crop 1.0 5.0 Winterwheat, earthnut, sugar

NO~ cane, apple, peach, pear, etc.(mgl M2 d Middling 2.0 10.0 Barley, rice, corn, soybean,

(mg/di 2y sensitive crop broomcorn, cabbage, etc.

Insensitive crop 4.5 15.0 Cotton, tea, helianthus, eggplant,capsicum, potato, etc.

13. -'l~N~A ,'IQ-UALT ST,iAEDARDS rOR S -Q_ W,.Y TpR

Surface Water Quality Standards (GB3838-2002) are presented in the following table. Someparameters not covered by this standard adopt the Class I of the Fishery Water QualityStandards (GB11607-89) and of the Waste Water Comprehensive Emission Standards(GB8978-1 996).

ENVIRONMENTAL QUALITY STANDARDS OF SURFACE WATER (GB3838-2002) UNIT: MG/L (EXCLUDING PH)

REF POLLUTANTS CLASS I CLASS 11 CLASS Ill CLASS IV CLASS V

pH 6 tc9 6 to 9 6 to 9 6 to 9 6 to 9

$ GCc > 7.5 6 3 2(or 90% sat) I

3 CCD 2 d 6 10 15

4 *CODcO '5 15 20 30 0

5 6005B s 3 3 6 1

6 N-NH3 s 0.015 0.5 1.0 1.5 2.0

7 Total Phosphorus (P) s 0.02 (0.01)' 0.1 (0.025)' , 0.2 (0.05)' 0.3 (0.1)' . 0.4 (0.2)'

8 Total Nitrogen (N) s 0.2 0.5 1.0 1.5 12.0

9 Copper(Cu)•s '0.01 10 1.0 i 1.0 1.0

10 Zinc (Zn) s• 0.05 ; 1.0 1.0 2.0 22.0

11 Fluoride (F)s 1. 1.0 1.0 1.5 T 1.5

12 Selenium (Se) s j 0.01 0.01 0.01 0.02 T 0.02

13 1 Arsenic (As) <• 0.05 1 0.05 10.05 0.1 | .1

14 | Mercury (Hg) s | 0.00005 0.00005 0.0001 0.001 i0.001

15 Cadmium (Cd) s 0.001 . 0.005 0.005 0.005 0.01

16 Chromium (Cr6') ! 0.01 I0.05 0.05 0.05 0.1

17 Total lead (Pb) s !0.01 0.01 0.05 0.05 0.1

18 Total cyanide (CN-) 0.005 0.05 0.2 0.2 0.2

19 Volatile phenol s 0.002 1 0.002 | 0.005 0.01 0.1

20 Oils 0.05 005 0.05 0.5 1.0

21 Anionic detergent s• 0.2 0.2 2 0.3 0.3

22 Sulphide s0.05 01 0.2 0.5 1.0

23 u Coli forms (number/L) s 200 2000 _ 10,0_0 20,000 40,000

'Value within bracket for lakes and reservoirs'Fishery water quality standards, ' Class 1 of Waster water comprehensive emission standards

h .:.__

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UrO2NiiNC IlUiVNPll`ALii Y- I HL VCUK)LR DDANK

OHoG boING UREAN ENVIRONMENT PROJ NCt- NE, CoMPONENTS

- -1 ?LI,ATED EA FOR WASTE'fVATEER COMPONENTS

IA.z1. E; r.l,>;*EiN .KI-.G WATE QUALIT Y'f -STANDA RD S

Drinking Water Quality Standards GJ3020-1993 is presented in the following table.

WATER QUALITY STANDARDS OF DRINKING WATER

REF PARAMETERS LIMITS FOR CLASS 2

1 Colour no obvious colour

2 Turbidity

3 Sme!l and taste No obvious smell and taste

4 pH vaiue 6 5 to 8.5

. Total nardness_by CaCO3'(mg/L) <450

6 Disscived Fe" (mg/L) <=0.5

7 Manganese (mg/L) <=0.1

8 Coocer (mg/L) <=1 0

Zinc mc,ngL! -1.0

10 Volatile nrvroxvoenzene (by phenol) (mg/L) -<=0 004

1" Anicn synthetic detergent (mg/L) 1 <=0.3

12 | Suifaie rmg/L) . <250

13 Chcr:ze (mo/LU <250

14 DTE mg/L) <10C0

15 Fluoride (mll) <-1 0

16 Cya .ice ,mg/L <=0 05

17 Arsenic (mg/LU <=0.05

18 Selenium (mg/L) <=0.01

19 Hg irng/L) <=0.001

20 cadmium 1mg/L) <=0.01

21 chrome-+67 (mg/L) <=0.05

22 Pb (mg/L) <=0.07

23 Ag (mg/L) -=0.05

24 Beryllium (mg/L) <0.0002

25 N-NH2 (mg/L) <=1.0

26 Nltrate-by NitrogenE (mg/L) 1=2027 CODO KMnO4E (mg/L) -6

28 Benzene (pg/L) <=0.01

29 DDT (pg/L) <=1

30 BHC (ug!L) <=5

31 BaiJunoing (mg/L) <=0 01

32 | Total coli form group (no /L) <=10000

33 Total r radioactivity (Bq/L) <=0.1

34 Total 3 radioactivity (Bq/L) .I

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CHONGOING MUNICIPALITY- THE WORLD BANK

CHONGOING URBAN ENVIRONMENT PROJECT - NEW COMPONENTS

CONSOLIDATED EA FOR WASTEWATER COMPONENTS

1.5. -,I' !' , i,.i'"TAL QUALITY STANDARDS FOR GRPOUJWND WATER

Ground Water Quality Standards GB/T14848-1993 is presented in following table.

QUALITY STANDARDS FOR GROUND WATER

REF PARAMETER CLASSI CLASS 11 CLASS III CLASS IV CLASS V

1 Color -=5 <=5 <=15 <=25 >25

2 Smell and taste non non non non yes

3 turbidity <3 <=3 <=3 <=10 >10

4 Material can be seen by non non non non yeseyes_ _ _ _ _ _

I ~~~~~~~~~~~~~5.5 to 6.55 pH I 6.5 to 8.5 <5.5,>9

Totala hardness(byCaCG3)(mg/L <=150 <=300 <=450 <=550 >550

7 TDS (mg/L) <=300 <=500 <=1000 <=2000 >2000

8 Sulfate(mg/L) -=50 <=150 <=250 <=350 >350

9 |Chloride(mg/L) <=50 -<=150 <250 <350 >350

10 |Fe (mg/L) -=0.1 <=0.2 <=0.3 <=1.5 >1.5

11 M ;n m,g;L; <=C C5 <=0.05 [ <=cX <=1.0 ! >1.°

12 I Cu/mai/L) . <=0 '1 -<=-05 <=10 <=1.5 >1.5

13 Zn (mg/LL -<=0.05 j -0.5 -_1._ | -__5_0 >5.0

14 |Mo (mg/L) <=0 C01 <=0.01 <=0.1 -0.5 >0.5

15 | Cc (mg!L) <=C 005 I <0.C= <-0.05 <=1.0 >1.0

16 Volatile hydroxyoenzene <=0 001 <=0 001 <=0.002 <=0.01 >0.01(by phenol) (mg/L)

17 Anion synthetic detergen Can not be <=0. 1 -=0.3 -=0.3 >0.3(mg/L) inspected

18 Permanganate inde <=1.0 -=2.0 <=3.0 <=10 >10

19 Nitrate (by N) (mg/L) <=2.0 <5.0 <20 -30 >30

20 nitrite (by N)(mg/L) <=0.001 <=0.01 <=0.02 <=0.1 >0.1

21 N-NH3 (mg/L) <=0.02 <=0.02 <=0.2 <=0.5 >0.5

22 Fluoride (mg/L) <=1.0 <=1.0 <1.0 <2.0 >2.0

23 Iodide (mg/L) <=0.1 -0.1 <0.2 <1.0 >1.0

24 Cyanide (mg/L) <=0.001 <=0.01 <=0.05 <=0.1 >0.1

25 Hg (mg/L) <=0.00005 <=0.0005 <=0.001 <=0.001 >0.001

26 As (mg/L) <=0.005 <=0.01 <=0.05 <=0.05 >0 05

27 Se (mg/L) <=0.01 <0 01 <=0.01 <=0.1 >0.1

28 Cd (mg/L) <=0.0001 <=0 001 <=0.01 <=0.01 >0.01

29 Cr(+60(mg/L) <=0 005 <=0.01 <=0.05 -=0.1 >0.1

30 Pb (mg/L) <=-0005 <=0.01 <=0.05 <=0.1 >0.1

31 Be (mg/L) <=0.00002 <=0.0001 <=0 0002 <=0.001 >0.001

32 Ba (mg/L) <=0.01 <=0 1 <=1.0 <=4.0 >4.0

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CHONOCINIC D.'J;NICIPALIT - Tiz 'A'RLD BANK

CH3zNGQING URBAN ENVIF-ONMENT PROJECT - NEVw, COMPONENTS

CONSC X1j:.T=D EA FOR WASTEWATER COIMPONENTS

REF | PARAMETER CLASS I CLASS Il CLASS III CLASS IV CLASS V

33 Ni (mg/L) -=0 005 <=° 05 -0 05 -0.1 >0 1

34 DDT(pg/L) No inspected <=0 005 <=1.0 <=1 0 >1.0

35 BHC(pg/L) <=0.005 <=0.05 <-50 <=5.0 >5 0

36 Total coliform group <=3.0 -=3.0 <=3.0 <=100 >100

37 Total number of bacteria <=100 <=100 100 <=1000 >1000

38 | Total a radioactivity (Bq/L) <=0.1 <=o 1 =0.1 >0.1 >01

39 Total , radioactivity (Eq/L) <=0 1 <=- 0 1 <>1.0 >1 o

Class Two standard of Urban Area Environmental Noise Standards GE3096-1995, applies toresidential, commercial and industrial mixed area.

Class Four of Urban Area Envircnmental Noise Standards G83096-1995, applies to zoneswithin 10 m on both sides of traffic roads.

NOISE STANDARDS OF URBAN AREA

TYPES DAY UNIT ILEa[DB(A)1 , NIGHT [UNIT; LE(DB(A)]

0 50 |5

1 15_:5 1 45

2 60 1 50

3 1 65 1 00

44 T70 _5

Standard for Noise Levels at the Boundary of Industrial Enterprises, Category II (GB12348-90)applies to urban environmental infrastructure subprojects and environment subprojects. To theboundary close to traffic trunk lines, Category IV applies, which means the equivalent noise levelat daytime is 7OdBA, that at night 55dBA.

NOISE STANDARDS AT INDUSTRIAL AREA BORDER

STANDARD CATEGORY APPLICABLE ZONE DAYTIME NIGHTIME

(GB12348-90) Category II Boundaries of plants in industrial parks (dBA) 60 50

(GB12348-90) Category IV Boundaries close to traffic trunk lines in 70 55industrial parks (dBA)

1.7. =i4VlROW I-TAL V\ERATICI' IFT,,!D DNAEnvironmental vibration adopts Urban Area Environmental Vibration Standards (GB10070-88),which applies to mixed area and commercial center area: day 75dB(A). night 72dB(A).

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CHONGQINIG MUNICIPALITY - THE WORLD BANKCHONGQING URBAN ENVIRONMENT PROJECT - NEW COMPONENTS

CONSOLIDATED EA FOR WASTEWATER COMPONENTS

2. EMiSSION STANDARDS

2.1. WASTE WJ0ATER

Waste water treatment plant effluents must conform to the National Comprehensive EmissionStandards of Waste Water (GB8978-1996), as presented below.

Class One shall apply to any effluent discharged into natural water bodies, and Class Three tothose discharged to the sewers.

COMPREHENSIVE EMISSION STANDARDS OF WASTE WATER (UNrT MG/L EXCEPT PH)

REF. POLLUTANT CLASS ONE 1 CLASS THREE

1 PH | 6to9 | 6to92 SS . •70 •<400

3 CODc, | •100 IS500

B0D5 S 320 •3005 1 Oil <5 <!20

60.1 0.3

7 N-NH3 I s15 .8 I Volatile hydroxybenzene | s0.5 <2.0

9 I Sulfide 51.0 < 1.010 Fluoride •10 . S2011 Total Cu s0.5 •2.012 Total Zr •2.0 <5.013 Total Mn |2.0 •5.014 Total Hg* •0.05 <0.0515 Total Cd •0. 1 <0.116 Total Cr' s1.5 <1.517 Cr6 * s0.5 <0.518 Total As* S0.5 <0.5

Aclopts mrnYin.in acceptable emission concentration

For efflaents discharged out of sewage treatment plants, Standard B of Class I in "Standard forPollutant Discharge of Sewage Treatment Plants in Cities and Towns" (GB18918-2002)(enforced on July 1, 2003) shall apply, as shown in following Table.

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CHOtNGOING MUNICIPALITY- THE WORLD BANK

CHONGQING URBAN ENVIRONMENT PROJECT - NEW COMPONENTS

CONKSLIDATED EA FOP WNASTEW'4AV!ATER COMPONENTS

HIGHEST ALLOWABLE DISCHARGE CONCENTRATION OF WATER POLLUTANTS FROMSEWAGE TREATMENT PLANTS (DAILY AVERAGE) UNIT: MGIL

.No. Basic Controlled Item t Grade I Standard Grade II Grade IIIStandard A Standard B Standard Standard

1 COD 50 60 100 1201)

2 BOD 5 10 20 1 30 60"

3 Suspended solid (SS) 10 20 30 50

4 Animal & plant oil 1 3 5 20

5 Petroleum 1 3 ! 5 15

6 Negative on surface active agent 0.5 1 2 5

7 Total nitrogen (as N) 15 20 -

8 NH3-N (as N) 2 5 (8) 8 (15) 25 (30) -

Total P Built before Dec., 2005 1 1.5 3 5

(as P) Built before Jan. 1, 2006 0.5 1 3 5

10 Color (dilution magnitude) 30 30 | 40 50

1 1 pH , 6-9

12 Bacillus coli (countVI) o10! 1 t

Notes 11 Removal rate indicatcrs snall be hicher than 60% when inlet water COD is higher than 350mg/l, higher than50% when BOD is nicher than 250mgil

21 Values outside brackets refer to controlled values when water temperature is -1 2C, thcse Inside refer tocontrolled values wnen water ternoerature is -r•12°C.

Highest Allowable Discharge Concentration of Part of Category INo. II Standaro Value, mg/IIPollutants (Dally Averace) l

1 Total Hg |0.C1

2 Total Cr 0.1

3 Hexavalent Cr 0.05

4 Total Pb |0.1

No. Highest Allowable Discharge Concentration of Selected Controlled Standard Value, mg/lItems (Daily Average)

1 Total Ni 10.052 Total Be ! 0.002

3 Total Cu |0.5

4 Total Zn 11.0

5 Total Mn 2.0

6 Volatile phenol 0.5

7 Total cyanide 0.5

8 Formaldehyde 1.0

9 Benzene 0.1

10 Toluene 0.1

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CHON;GING MUNICIPALITY - THE WORLD BANKCHONGQING URBAN ENVIRONMENT PROJECT - NEW COMPONENTS

CONSOLIDATED EA FOR WASTEWATER COMPONENTS

2.2. EXHAUST GAS

Exhaust gas adopts Comprehensive Emission Standards of AirPollutant (GB16297-1996).

Grade II and Standard for Pollutant Discharge of Sewage Treatment Plants in Cities and Towns(GB18918-2002), Grade II shall apply.

Table 1-11 Standard for Air Pollutant DischargeStandard, Grade Pollutant Concentration Limit, mg/m3

Pollutant Discharge Limit (mg/m3), Fume Blackness (Lingman Grade) andStack Height (m)

Standard for air pollutant SO2 TSPdischarge of industrial Metal Rolling, Forging, Discharge Discharge Blackness Heagkhtfurnaces & kilns Reheating Furnace, Limit Limit BakesHih

Heat Treatment Furnace850 200 1 215

Plutt Highest Allowable Pollutant Highest Allowable Discharge Rate,[cutant Discharge Concentration, mg/mr kg/h

S02 | 550 2.6-170 (exhaust duct 15-100m high)

Standard for NOx 240 0.77-52 (exhaust duct 15-100m high)integrated TSP I 120 | 3.5-8.5 (exhaust duct 15-60m high)air p-ollutant * TSP_ _ _ _ _ _ _ __ _ _ _ I _ _ _ _ __ _ _ _ _ _ _ _ _ _

discharge, Pollutant Monitored Uncontrolled Discharge Concentration, mg/m 3Grade SO Hi

SO: Highest concentration outside perimeter: 0.40

NTX Hignest concentration outside perimeter: 0.12

TS- Highest concentration outside perimeter: 1.0

HIGHEST ALLOWABLE WNASTE GAS DISCHARGE CONCENTRATION AT THE BOUNDARY (EDGE OF PROTECTIVE BELT) OFSEWAGE TREATMENT PLANTS UNIT MGIM3

No. Controlled Item J Grade I Standard Grade II Standard | Grade IlIl Standard

1 Ammonia 1.0 .1.5 [ 4.0

2 |H2S 0.03 0.06 0.32

3 Odor concentration 10 20 60(dimensionless) . _

4 Methane (highest volumetric 0.5 1 1percentage in the plant, %)

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CHON.GcIi4G MUNICIPALITY - THE WORLD BANI;

CrCO1JUING UReAN ENVIRONMENT PRPJECT - NEW COMPON'EITS

CONSOLIDAT ED Er-A FOR WVASTEWATER COMPONENTS

2. .iOl_

' 9~~~~~~~.3. 'i-! _r

Construction noise adopts Limiting Values in Construction Area (GB12523-90) standards.

NOISE LIMITING VALUES IN CONSTRUCTION AREA UNIT: LEQ(DB(A))

LIMITING VALUESCONSTRUCTION PERIOD MAIN NOISE SOURCES

DAY NIGHT

Cubic meter of earth and Bulldozer, grab, loading truck 75 55stone

Piling Vanous pile driver 85 Ban

Construction Concrete mixer, vibrating tamper, 70 55electrical saw, etc.

Fitting Crane, elevator, etc 65 55

Technical Specification for Environmental Impact Assessment of Electromagnetic Radiation for

5OOkI UHV Power Transmission and Transformation Projects (HJ/T24-1998) and standardsrecommended by International Radiation Protection Association (IRPA) shall appiy to 110kVsubstation and power transmission and transformation projects.

RECOMMENDED ELECTROMAGNETIC RADIATION STANDARD

Standard Item Electric Field intensity orI RemarksMagnetic Flux Density

Power frequency electric field standard in 4kV/m (HJ/T24-1998)residential area

Recommended values byRadiation power frequency magnetic flux 1 1 mT International Radiationdensity (magnetic induction density) on 2 P

the public all-day T: Tesla (kgS 2A_) Protection Association

Sludge from sewage treatment plants shall be stabilized to degrade the organic substance by

>40% (organic degradation level during aerobic fertilizing > 50%, worm egg death level> 95%and value of Coliform group >0.01) and reduce moisture down to less than 80%.

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CHONGQING NIUNICIPALITY - THE WORLD BANKCHONGQING URBAN ENVIRONMENT PROJECT - NEW COMPONENTS

CONSOLIDATED EA FOR WASTEWATER COMPONENTS

POLLUTANT LIMIT IN SLUDGE FOR AGRICULTURAL USE

Highest Allowable Content (dry sludge, as mg/kg)No. Controlled ItemlAcid Soil (pH<6.5) Neutral & Alkaline Soil (pH>6.5)

1 Total Cd 5 202 Total Hg 5 153 Total Pb 300 10004 Total Cr 600 10005 Total As 75 756 Total Ni 100 2007 T otal Zn 2000 30008 Total Cu 800 15009 Boron 150 15010 Petroleum 3000 300011 IBenzopyrene 3 3

12 : PCDD/PCDF, r 100 10012 __ n g/kg __ __ __ _ __ __ __ _ __ _ I13 AOX (as Cl) S00 50014 PCB 0.2 | 0.2

Sludge application shall conform to GB4284-84:

Normally used sludge < 2000kg (per 1/15 of a hectare per year) and continuous sludgeapplication on the same soil < 20 years.

Sludge application is not suitable for silt sandy soil and field with high ground water level. Nosludge application shall be allowed in drinking water source reserve area. Raw sludge must besubjected to pyrolysis prior to application in field. Sludge application is not suitable in vegetablefield and pasture used at this year. For acid soil, sludge application shall, in additional toconformance to related standards, be accompanied with lime stone application each year so asto neutralize acidity in soil.

For sludge which contains various harmful substances approaching the limitations, theapplication shall be reduced accordingly.

In case it is found that crops are troubled by sludge application with respect to growth andsanitary quality, the sludge application shall be immediately stopped and the authorities shall beinformed in due time so as to take counter-measures accordingly.

000

-;, . -......... . .. . .

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CHONGQING MUNICIPALITY- THE WORLD BANK

CHONGQING URBAN ENVIRONMENT PROJECT -NEW COMPONENTS

CONSOLIDATED EA FOR WASTEWATER COMPONENTS

APPENDIX 4RESULTS FROM PUBLIC CONSULTATION

SOGREAH-BYN -N°235C032, .R3.1-A,,S-.2C04

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CONSOLIDATED EA FOR WASTEWATER COMPONENTS

TABLE A4-1 QUESTIONNAIRE OF THE PUBLIC COMMENTS ON PROPOSED PROJECTName of Project:

Project status:

To introduce the project with respect to necessity, main contents, site/route selection, implement date andinvestment (financed by the loads from the World Bank). To inform the public of project constructionperiod, possible environmental impact during operation and proposed measure for environmentalprotection.

Name: Sex: Profession: Education status: Age:

Address: Zip: Tel: E-mail:

Major adverse environmental impact from project construct (mark a"' where you think so)Noise by construction and transport: Strong C1 Medium O Light5 No impactcEquipment emission and construction dust: Strong C Medium C LightO No impactCQuality of river or ground water: Strong C Medium C LightCl No impactOSoil erosion: Strong C Medium C LightO No impactCVegetation ruin: Strong C Medium a LightC No impactO

Construction period: Strong C Medium C LightC No impactCOperation period: Strong C Medium C LightC No impactr

Impact on you due to implementation of this project (mark "+" or "-" to show your comment, of which +means favorable impact and "-" adverse impact):

Inhabitation environment: Strong CI Medium C LightC:l No impactCWorking and studying: Strong C Medium C LightC No impactrLiving standard: Strong Cl Medium C1 LightC No impactCEntertainment: Strong C Medium C LightCl No impact:

Impact on inhabitants due to implementation of this project (mark "( where you think so)Favorable C Adverse C Adverse but acceptableC No impact C

Are the implementation of this project favorable on urbanization and environmental improvement (mark "inwhere you think so)

Very favorable C Favorable C Basically CE Adverse C Very adverse C

Your overall comment on the construction of this project (mark "A" where you think so)For3 AgainstC IndifferentE Undetermined at presentC

Other comments or suggestion:

Note: If this page is not sufficient to accommodate your comments or suggestion. please fill in them on the opposite sideof this page or on other page(s)

SOGREAH - 6Y, I - N°2 35 0032 I R3 1- e 200

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GHuN(1G,(;, MUNIlIl/ALIPIY -- i HIF. WIRNI n BAINK

II N lJ61II IL- URBAN ENVIRONMENT PROJECT- NEW COMPONENTS

CONSOLIDATED EA FOR WASTEWATER COMPONENTS

TABLE A4-2 STATISTICS OF ANSWERER TO QUESTIONNAIRE OF INTEGRATED ENVIRONMENTAL CONTROL FOR LAIXI RIVERItem Name of town Age Educational status Profession

Long- Mituo Fulong Longsh < 20 20-36 37-60 > 60 --junior hig Senior high Junior Graduate armer Worker Student Civil Merchantgang town town ui town ;chool school college servant

No. of 40 15 22 23 9 50 3 8 17 .31 :38 14 1 6 19 9 47 9persons________ ::

Percent 40 1 5 22 2:3 9 50 :3 8 17 ]31 :38 1 4 16 19 9 47 9

TABLE A4-3 STATISTICS OF RESULTS OF QUESTIONNAIRE OF INTEGRATED ENVIRONMENTAL CONTROL FOR LAIXI RIVER

Question in questionnaire Answer Nos. of person Percent %

1. Is current pollution of Laixi River serious? No 1 1Medium 14 14Yes 85 85

2. Has the polluted water of Laixi River any impact on your drink water from water supply plant? Yes 99 99No 1 1

3. Is it necessary to construct sewage treatment projects in Mituo Town, Fuilong Town and Longshui Yes 96 96Town? No 4 4

4. Are the integrated environmental control for Laixi River and the planting along river favorable for Yes 92 92improvement of your living quality? No 8 8

5. Is the integrated environmental control for Laixi River favorable for sustainable development of Yes 91 91economy of Dazu County? No 7 7

Unknown 2 2

6. Is the site selection of sewage treatment plant suitable? Yes 95 95No (explain why.) 5 5

7. Are the short term influence of noise, dust and impact on communication during construction Yes 57 57acceptable to you? No 12 12

Yes if mitigating measure provided 31 31

8. Sewage treatment fee will be required for normal operation of newly built sewage treatment plant. Is Yes 69 69it acceptable to you? No 9 9

Indifferent 22 22

9. Your comments ar -tiggestion on the integrated environmental control for Laixi River 40 40

q-~~~~~r~~~pcA2~~~~ _ __ . .................... . ..... ... .~Y . n'.. . ..._.._..._

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CHONGQING MUNICIPALITY - THE WORLD BANKCHONGQING URBAN ENVIRONMENT PROJECT - NEW COMPONENTS

CONSOLIDATED EA FOR WASTEWATER COMPONENTS

TABLE A4-4 HEARING RECORD LIST OF INTEGRATED ENVIRONMENTAL CONTROL FOR LAIXI RIVERDate: August Place: Office of Political Consulting Conference, Longshui Town26d, 2003

Participants: From Puan Village: 6 residents and civil servants of Longshui Town and Puan Villageincluding Zhen Mingguang, Zhou Guangyao and Zhen Shangqing, etc.Fulong Village: 6 residents and civil servants of Longshui Town and Fulong Villageincluding Jiang Changhong, Zhou Aijun, Ying Tingke and Yang Funshun, etc.Mingguang Village: 8 residents and civil servants of Longshui Town and Fulong Villageincluding Tang Chenhua, Chen Guangyou, Zhen Zhigao and Xiao Guiyou, etc.

Abstract of hearing record:

Both civil servants of town/village and residents uniformly support dike control and construction ofsewage treatment plants, which, as they believe, can improve the water quality of Laixi River and flood-proof capacity, sustain the appropriate water quality for human & animal drinking and irrigation andbenefit the people's health and security. Meanwhile, the implementation of that project can promote theconstruction of road thereof, which facilitates the resident communication, stimulates the development ofthe second and the third industries and is favorable for the value addition of land.

Though their houses are expected for relocation, Zhen Shangqing, Ying Tingke, Yang Funshun andXia Guiyou express the understanding of construction of sewage treatment plant nearby their existinghouses. They expect to be compensated in accordance with the related state regulations and to beappropriately resettled.

All participants believe that establishment of establish sewage treatment plant and implementation ofwatercourse control project are very important for development of economy, society, environment andtourism in Laixi River basin. Therefore, these projects shall not only be implemented as soon as possiblebut also be assured for normal operation to create the due economic benefits.

TABLE A4-5 HEARING RECORDING OF FOR BACHUAN RIVER. HUAIYUAN RIVERDate: | Place: Office of Project CommandNovember3r, 2003

Participants: Wan Ming (Bachuan Town), He Daiguo (Longdu Preliminary School), Zhen Bangwei(local hospital) , Lei Kakuo (director of community), Zhang Lun (resident of community),Yang Guangming (member of Political Consulting Conference, Tongliang County), JiangYouju (Yandu Village), Hu Mingliang, Zhou Yonghua, Zhang Qifu and Zhao Jilong(Yueyang Village), Tang Chenyun and Li Ling (representative of residents to be resettled), and Huang Kang (member of People's Congress Council, Tongliang County)

Abstract of hearing record of integrated environment control for Bachuan River/Huaiyuan River:The public representatives hear the project overview, protective facilities and measures for ecological

environment introduced by construction and EIA units, and review the feasibility study report and draftEIA report. They express their ideas below:

Bachuan River and Huaiyuan River are urgent for integrated environmental control. The publicrepresentatives expect these projects can be implemented as soon as possible so as to recover thehistorically clean water of Bachuan River and Huaiyuan River, to improve flood-proof capacity, to sustainthe appropriate water quality for human & animal drinking and irrigation and to benefit the people's healthand security. However, the construction of sewage treatment plants and other projects shall beperformed in such manner where the residents and school student can be protected with respect toaccess security.

Though their houses are expected for relocation, the representative of those residents express theunderstanding of construction of sewage treatment plant nearby their existing houses. They expect to gethigher compensation and to enjoy at least the same living quality after resettlement,

All participants believe that establishment of establish sewage treatment plant and construction of dikeproject are very important for development of economy, society, environment and living standards ofTongliang County. They hope that after the completion of projects, the planning on both sides of rivers isin concordance with city planning so as to allow Bachuan Town, as capital of Tongliang County, tobecome an real garden city.

EC5R-r -- EYN~ -- '.°2 35 t`032 1

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CHONGQING MUNICIPALITY - THE WORLD BANKCHONGQING URBAN ENVIRONMENT PROJECT - NEW COMPONENTS

CONSOLIDATED EA FOR WASTEWATER COMPONENTS

Abstract of hearing record of integrated environment control for Taohuaxi River,.

The public representatives hear the project overview, protective facilities and measures for ecologicalenvironment introduced by construction and EIA units, review the feasibility study report and draft EIAreport, check the areas which the project covers and consult the related agency for possible impact andcompensation. lThey express their ideas below:

Taohuaxi River is troubled by serious pollution and many years experience of damaged river banks.Integrated environmental control project is a strong willing of people in Changshou District for manyyears. With consideration of road, communication and economic development zone construction inChangshou District, this project is expected for uniform planning and staged implementation in order tomaximize the comprehensive benefit which the project contributes into the urbanization process. Also,the project can improve further the location advantage and sustainable development of economy ofChangshou District.

The construction of dike and relocation shall be performed in such manner where the residents'andschool student can be protected with respect to access security.

Though their houses are expected for relocation, the representative of those residents express theunderstanding of construction of sewage treatment plant nearby their existing houses. They expect to gethigher compensation and to enjoy at least the same living quality after resettlement. Due to the fact that itis difficult for resettled persons to find suitable houses during the limited period, the construction unitsprepare the reasonable time schedule of relocation based on construction progress so as to allow thepeople sufficient time for buffering. The farmers to De resettled need a transient period to adaptthemselves to their new living and production. During this period, the project contractors shall employ inpriority the people to be resettled or organize them for labor export.

All participants believe that the construction of dike project is very important for development ofeconomy, society, environment and living standards of Tongliang County. They hope that after thecompletion of projects, the planning on both sides of river is in concordance with city planning so as toallow new Taohua City to be worth of "Taohua" which literally means "peach blossom".

TABLE A4-6 HEARING RECORDING OF INTEGRATED ENVIRONMENTAL CONTROL FOR TAOHUAXI RIVER

Date: Place: Office of Changshou Infrastructure Development Co., Ltd., Changshou DistrictNovember 32003

Participants: Yang Xiaomu (civil servant), Gou Xingzhi, Dan Tangyong, Jiang Luping (residents) and| Shun Yang (teacher) from Duzhou Town; Zhang Dejun (civil servant), Deng Jang, Pen

Baoting and Yang Zhongquang (villagers) from Shengtiang Village; Huang Changfeng,Wang Xiaobi and Zhao Hong (residents) from Fengcheng Town; Wang Chuangming(civil servant), Hang Funlin, Li Bengqing, He Wei, Long Xinggang, He Fukang, FangSongbao, Huang Huaixiu, Fu Mingguang, Xiang Mianying and Pang Qiming fromLianglu Village.

Abstract of hearing record of integrated environment control for Bachuan River/Huaiyuan River:

The pubiic representatives hear the project overview, protective facilities and measures for ecologica,environment introduced by construction and EIA units, and review the feasibility study report and draftEIA report. They express their ideas below:

Bachuan River and Huaiyuan River are urgent for integrated environmental control. The publicrepresentatives expect these projects can be implemented as soon as possible so as to recover thehistorically clean water of Bachuan River and Huaiyuan River, to improve flood-proof capacity, to sustainthe appropriate water quality for human & animal drinking and irrigation and to benefit the people's healthand security. However, the construction of sewage treatment plants and other projects shall beperformed in such manner where the residents and school student can be protected with respect toaccess security.

Though their houses are expected for relocation, the representative of those residents express theunderstanding of construction of sewage treatment plant nearby their existing houses. They expect to gethigher compensation and to enjoy at least the same living quality after resettlement.

All participants believe that establishment of establish sewage treatment plant and construction of dikeproject are very important for development of economy, society, environment and living standards ofTongliang County. They hope that after the completion of projects, the planning on both sides of rivers isin concordance with city planning so as to allow Bachuan Town, as capital of Tongliang County, tobecome an real garden city.

_ _

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CONSOLIDATED EA FOR WASTEWATER COMPONENTS

Abstract of hearing record of integrated environment control for Taohuaxi RiverL-I

The public representatives hear the project overview, protective facilities and measures for ecologicalenvironment introduced by construction and EIA units, review the feasibility study report and draft EIAreport, check the areas which the project covers and consult the related agency for possible impact andcompensation. They express their ideas below:

Taohuaxi River is troubled by serious pollution and many years experience of damaged river banks.Integrated environmental control project is a strong willing of people in Changshou District for manyyears. With consideration of road, communication and economic development zone construction inChangshou District, this project is expected for uniform planning and staged implementation in order tomaximize the comprehensive benefit which the project contributes into the urbanization process. Also,the project can improve further the location advantage and sustainable development of economy ofChangshou District.

The construction of dike and relocation shall be performed in such manner where the residents andschool student can be protected with respect to access security.

Though their houses are expected for relocation, the representative of those residents express theunderstanding of construction of sewage treatment plant nearby their existing houses. They expect to gethigher compensation and to enjoy at least the same living quality after resettlement. Due to the fact that itis difficult for resettled persons to find suitable houses during the limited period, the construction unitsprepare the reasonable time schedule of relocation based on construction progress so as to allow thepeople sufficient time for buffering. The tarmers to be resettled need a transient period to adaptthemselves to their new living and production. During this period, the project contractors shall employ inpriority the people to be resettled or organize them for labor export.All participants believe that the construction of dike project is very important for development of

i economy, society, environment and living standards of Tongliang County. They hope that after thecompletion of projects, the planning on both sides of river is in concordance with city planning so as toallow new Taohua City to be worth of "Taohua' which literally means "peach blossom".

According to comments from the public involvement, it is very necessary to implement theproposed project where the public support rate is over 90%. Also more than 95% of peopleinvolved think the site and route selection of sewage treatment plants and sewage interceptionpipelines are reasonable. Approx. more than 82% of people involved think the adverse impact isacceptable in case of provision of precaution against pollution.

At the beginning of investigation on 55 persons who totally or basically support the constructionof integrated environmental control for Bachuan River and Huaiyuan River, there was 10persons thinking unacceptable the adverse impact on them because their houses was near theconstruction area and they worried about the impact from construction. Due to relocation issues,other 8 persons believed that the project construction resulted in more unfavorable effects thanfavorable ones. After they reviewed the feasibility study report and draft EIA report, and heardthe detailed introduction from EIA unit witn resp.ct to protective measures of environment duringconstruction & operation and effects thereof, and from construction unit with respect tocompensation and resettlement due to land occupation and house relocation, these 18 personswere very satisfied with EIA and construction units, and expressed their idea below: both designand construction not only cared the essential benefits of integrated environmental controlprojects, but also paid attention to the people-oriented principle, especially the benefits of minor,weak party who were affected and resettled due to this project. Their interests were protectedwith respect to housing, living and production aspects. Therefore, the pubic uniformly supportedand agreed with the construction of the proposed projects.

According to the results of public hearing and questionnaire, the proposed project agency shallpay attention to environmental protection and ecological improvement during constructionperiod, resettle and compensate the affected people in accordance with the related stateregulation. At the same time the project agency shall apply the people-oriented principle to helpresettled people resolve production and employment problems. In addition to prevention ofconstruction noise and dust pollution, the residents in affected area shall be provided with safeaccess to avoid any unnecessary environmental dispute.

SOGREAh - EN-°2 35 X'_2 .

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CHONGQING MUNICIPALITY - THE WORLD BANKCHONGQING URBAN ENVIRONMENT PROJECT - NEW COMPONENTS

CONSOLIDATED EA FOR WASTEWATER COMPONENTS

APPENDIX 5PHOTOGRAPHS

SOGREAH - BY'N - N'2 35 C032 1. R33.i- AjGo,- 2004

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CONSOLIDATED EA FOR WASTEWATER COMPONENTS

* Tongliang Bachuan & Huaiyuan River Embankment Photo plate - 19 March 2004,

* Tongliang proposed site for WWTP Photo plate - 19 March 2004,

* Tongliang proposed site for Landfill Photo plate - 19 March 2004,

* Dazu Laixi River Embankment Photo plate - 19 March 2004,

* Dazu proposed site for Longshui WVVWTP Photo plate - 19 March 2004,

* Dazu proposed site for Landfill Photo plate - 19 March 2004,

* Changshou Taohua River Embankment Photo plate - 17 March 2004,

* Changshou existing Guotanxi WWTP Photo plate- 17 March 2004,

* Changshou existing new Landfill Photo plate - 17 March 2004.

2CG.Av - 5YN -Y,S\22 35 C;23' R3 - 20C-'

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Photo 1 to 17: orRIVER EMBANKMENT OF HUAIYUAN RIVER

Photo 18 to 27:

RIVER EMBANKMENT OF BACHUAN RIVER -

1. HUAIYUAN RIVER - NEAR K 2+000 (STARTING POINT)

FO~~~~~~~ ' ~ \ ;- ! , ^ 3 , 4

- S m. W

2. FUTURE WWTP OUTLET LOCATION - NEAR K 2+000 3. FUTURE WWTP OUTLET LOCATION - NEAR K 2+000

4. UPSTREAM VIEW -NEAR K 2+000 5. DOWNSTREAM VIEW - NEAR K 2+000

PEOPLE'S REPUBLIC OF CHINA CHONGQING URBAN ENVIRONMENT PROJECT MARCH 2004THE WORLD BANK LOAN SAVINGS COMPONENTS 235 00321

I,bGREAH TONGLIANG - BACHUAN & HUAIYUAN RIVERS IMPROVEMENT PLATE NO 1

___________________ .RIVER EMBANKMENT - 19 MARCH 2004

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-I~ ~~~~~~~ --

U..~o

1. PROPOSED SITE FOR THE WASTE WATER TREATMENT 2. PROPOSED SITE FOR THE WWTPPLANT (WWTP)

3. PROPOSED SITE FOR THE WWTP 4. PROPOSED SITE FOR THE WWTP

5. PROPOSED WWVTP OUTLET LOCATION 6. PROPOSED WWTP OUTLET INTo HUAIYUAN RIVER

PEOPLE'S REPUBLIC OF CHINA CHONGQING URBAN ENVIRONMENT PROJECT MARCH 2004THE WORLD BANK LOAN SAVINGS COMPONENTS 23500321

,TONGLIANG -BACHUAN & HUAIYUAN RIVERS IMPROVEMENT PLATE N° 1

....... ________ PROPOSED SITE FOR WWTP - 19 MARCH 2004

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I~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~

1. PROPOSED SITE FOR THE LANDFILL, THAT SHALL NOTABLY RECEIVE THE SLUDGE PRODUCED BY THE WWTP

- -~~~~~~~~~~~i

2. PROPOSED SITE FOR THE LANDFILL, THAT SHALL NOTABLY RECEIVE THE SLUDGE PRODUCED BY THE WWTP

PEOPLE's REPUBLIC OF CHINA CHONGQING URBAN ENVIRONMENT PROJECT MARCH 2004THE WORLD BANK LOAN SAVINGS COMPONENTS 235 00321

TONGLIANG - BACHUAN & HUAIYUAN RIVERS IMPROVEMENT PLATE NO 1

:__________________ SITE_FOR_LANDFILL - 19MARCH 2004

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1. VIEW OF LAODA BRIDGE FROM MATAN BRIDGE/WEIR 2. VIEW OF MATAN WEIR

,7 7 , ,--- - .

3. VIEW OF MATAN BRIDGE RIGEIR 4. VIEW OF MATAN BRIDGE/WEIR

L ~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~

V E- B6 RO B U

PEOPLE'S REPUBLIC OF CHINA CHONGQING URBAN ENVIRONMENT PROJECT MARCH 2004THE WORLD BANK LOAN SAVINGS COMPONENTS 23500321

J .F4OGREAH DAzu COUNTY - LAIXI RIVER ENVIRONMENT IMPROVEMENT PLATE NO 1_ --__ . ._ _ I RIVER EMBANKMENT - 19 MARCH 2004

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4 -L

1. PROPOSED SITE FOR THE LONGSHUI WWTP- NEARBY LAixi RIVER

2. PROPOSED SITE FOR THE LONGSHUI WWTP- NEARBY LAIXI RIVER

3. PROPOSED SITE FOR THE LONGSHUI WWTP - NEARBY LAIXI RIVER

PEOPLE'S REPUBL!. CHINA CHONGQING URBAN ENVIRONMENT PROJECT MARCH 2004

THE WORLD BANK LOAN SAVINGS COMPONENTS 235 00321

DAZU COUNTY - LAIXI RIVER ENVIRONMENT IMPROVEMENT PLATE N° 1

' P_SOGREAH. ~~~PROPOSED SITE FOR \.NMTP - 19 MARCH 2004

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~~~~~~~~~~~~~~~~~~~~~~~~~~~~w5l

1. GENERAL LAYOUT OF THE NEW DAzu LANDFILL 2. PROPOSED SITE FOR NEW LANDFILL

3. EXISTING WASTE DUMP SITE AND INCINERATOR 4. PROPOSED SITE FOR NEW LANDFILL, DOWNWARDSEXISTING WASTE DUMP SITE AND INCINERATOR

5. EX -TING INCINERATOR 6. ExISTING DUMPSITE

PEOPLE'S REPUBLIC OF CHINA CHONGQING URBAN ENVIRONMENT PROJECT MARCH 2004

THEWORLD BANK LOAN SAVINGS COMPONENTS 235 00321

.'ROGREAH DAzu COUNTY - LAIXI RIVER ENVIRONMENT IMPROVEMENT PLATE N°1

_ - - PROPOSED SITE FOR LANDFILL - 19 MARCH 2004

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IL :K6+300

1. UPSTREAM RIVER EMBANKMENT PROJECT 2. UPSTREAM RIVER EMBANKMENT PROJECT

. _ . .. - - ' ' -'' a X

3. UPSTREAM PROJECT- RIGHT BANK (DUZHOU TOWN) 4. START OF RIVER EMBANKMENT PROJECT

5. START OF RIVER EMBANKMENT PROJECT - K6+300 6. VIEW FROM RIGHT BANK- K6 + 200

PEO?LE'b SEPU6LIC OF CHINA CHONGQING URBAN ENVIRONMENT PROJECT 1 A:;H2004

THE WORLD BANK LOAN SAVINGS COMPONENTS 235 00321

< X GREAH CHANGSHOU - TAOHUA RIVER ENVIRONMENT IMPROVEMENT PLATE No 1

....... ____________ RIVER EMBANKMENT - 17 MARCH_2004

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1 .GUOTANXI WWTP GENERAL VIEW 2. GUOTANXI WWTP CAPACITY: 40 000 M3/DAY

3. AREA FOR FUTURE EXTENSION OF THE WWTP 4. COARSE SCREENS

5. OXIDATION DITCH 6. SLUDGE TREATMENT UNIT: BELT FILTER PRESS

r PEOPLE'S REPUBL.L OF CHINA CHONGQINJG URBAN ENVIRONMENT PROJECT MARCH2004

THE WORLD BANIK LOAN SAVINGS COMPONENTS 235 00321

CHANGSHOU - TAOHUA RIVER ENVIRONMENT IMPROVEMENT PLATE N° 1

...... ____________ GUOTANXI WWTP -_17 MARCH 2004

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1. NEW LANDFILL IN CHANGSHOU DISTRICT 2. LANDFILL OPERATION STARTED IN FEBRUARY 2004

-- a

3. DOMES3TIC WASTE DISPOSED AT THE BOTTOM OF THE 4. WWTP SLUDGE DUMPED FROM THE TOP OF THEACCESS SLOPE ACCESS SLOPE, IN THE CORNER OF THE LANDFILL

s'~~~~- ~ . t . ;'-r -,

5. WWTP SLUDGE IN THE CORNER OF THE LANDFILL 6. LEAC; iT I-ANK

PEOPLE'S REPUBLIC OF CHINA CHONGQING URBAN ENVIRONMENT PROJECT MARCH 2004THE WORLD BANK LOAN SAVINGS COMPONENTS 235 00321

''~~SOGREAH ~ CHANGSHOU - TAOHUA RIVER ENVIRONMENT IMPROVEMENT PLATE N0l

______4__5XREAH _____ NEW LANDFILL - 17 MARCH 2004 _________

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Page 132: World Bank Document · Chongqing Urban Environment Project (CUEP 1) to the Chongqing Municipal Management Office of the World Bank's capital utilization. This document has been prepared

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