statement on environmental impact assessment of the rong ...€¦ · of grade ii surface water...

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I I ~~~~~~~~~EASUR l JUL 3 0 1997 Loan from theworld Bank RECE E Guangxi Environmental Protection Project Statement on Environmental Impact Assessment of The Rong-Sha Lakes Treatment Project in Guilin City, Guangxi Zhuang Autonomous Region Compiler: Chinese ResearchAcademyof Environmental Sciences Certificate Grade: A Certificate Number: NEPA Ap 0901 Compiling Time: July, 1997 Public Disclosure Authorized Public Disclosure Authorized Public Disclosure Authorized Public Disclosure Authorized Public Disclosure Authorized Public Disclosure Authorized Public Disclosure Authorized Public Disclosure Authorized

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Page 1: Statement on Environmental Impact Assessment of The Rong ...€¦ · of Grade II surface water environment, up to the requirement of first class protected water, that is concentrated

I I ~~~~~~~~~EASUR l

JUL 3 0 1997Loan from the world Bank RECE EGuangxi EnvironmentalProtection Project

Statement on

Environmental Impact Assessment of

The Rong-Sha Lakes Treatment Project in Guilin

City, Guangxi Zhuang Autonomous Region

Compiler: Chinese Research Academy ofEnvironmental Sciences

Certificate Grade: ACertificate Number: NEPA Ap 0901Compiling Time: July, 1997

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Page 2: Statement on Environmental Impact Assessment of The Rong ...€¦ · of Grade II surface water environment, up to the requirement of first class protected water, that is concentrated

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Page 3: Statement on Environmental Impact Assessment of The Rong ...€¦ · of Grade II surface water environment, up to the requirement of first class protected water, that is concentrated

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Page 4: Statement on Environmental Impact Assessment of The Rong ...€¦ · of Grade II surface water environment, up to the requirement of first class protected water, that is concentrated

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Page 5: Statement on Environmental Impact Assessment of The Rong ...€¦ · of Grade II surface water environment, up to the requirement of first class protected water, that is concentrated

Statement on Environmental Impact Assessment of The Rong-Sha

Lakes Treatment Project in Guilin City

Compiler of the assessment: Chinese Research Academy of Environmental SciencesPresident: Chen Fu (professor)Advisor of the item: Jin Xiangcan (director, professor)

Cao Hongfa (director, professor)Persons in charge of the item:

Xu NanniMain Participants and their qualification:Name Subject Division Qualification SpecialtyJin Xiangcan Engineering analysis Professor Water environmentCao Hongfa eco-envirownental impact assessment Professor Environmental ecologyXu Nanni Analysis and impact on the environmental Senior professor Water environmental

impact during constructionShu Jianmin Recognition and screening of Senior professor Environmental Chemistry

environmental affecting factorWang Zhingkuei Atmostic environmental impact assessment Senior engineer Atmostic environmentFu Guo Surface water environmental impact Senior engineer Environmental hydraulics

assessmentLu Weili Environmental monitoring Senior engineer Environmental monitoringXu Dongchu Investigation and assessment os existing Senior engineer Environmental monitoring

environmental qualityJin Danyue Alternative plants and environmental benefit engineer Environmental economic

analysisLiu Lianggui Environmental measures during construction Engineer Environmental engineerChen Zhenchen Enviroranental noise impact assessment Senior engineer Environmental managementZhang Lingpo Public participation and removal work Senior engineer Envitonmental managementTang Rueiling Lake' water environmental quality impact Senior engineer Environmental engineering

Monitoring participation:Lv Weili Liu Xingyao Zhang Peiyan Bi Mingmain Zhou Li He XiaoqinWang Xiaojie Xu Fudi Zeng Guangying Li Wei Zhang Chaochong Lv ChunliMu Ling Qin Huangrong Huang Xinwei Li Chunhui Liu Shijuan Jiang HongbinYao Yikai Hu Pinghui Li Ruobi Li Youling Muo Ying Huang Jian Yang ZiluoZhou Qucheng Li Yongbei Ning Guilin Zhao Yongsheng Huang YidongTang Shiyou Liu Sanchang Chen Jing Geng Zhangdi Liu Guizhen Jiang Yongdong

Page 6: Statement on Environmental Impact Assessment of The Rong ...€¦ · of Grade II surface water environment, up to the requirement of first class protected water, that is concentrated

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Page 7: Statement on Environmental Impact Assessment of The Rong ...€¦ · of Grade II surface water environment, up to the requirement of first class protected water, that is concentrated

Contents

1. Preface I

.I Purpose of this assessment I

1.2. Basis for the compiling of EIA 2

1.3. Scope, standard, and schedule of the assessment and targets of enviromnental protection 31.4. Content and key points of the assessment 4

1.5 Main techniques and measures adopted in the assessment 4

1.6 Institution and personnel of the compiling of the assessment 6

2. General Situation of the Project to Use the Loan 8

2.1 Basic situation of the project 82.2 Technological Process 10

2.3 Major pollution sources and the discharge of pollutants 10

2A Arrangement of the construction 11

2.5 Major environmental protection measures I 1

2.6 Financial estimates of the project 12

3. General Situation of the Environment of the Area Where the project Is to Be Constructed 14

3.1 General environmental situation of the area of the proposed project 14

3.2 General ecoenvironmental situation 18

3.3 Social economic situations 19

3.4 General life quality 21

3.5 Surface water environmental quality 21

3.6 Environmental quality of ground water (1991-94) 29

3.7 Solid waste matters 30

3.8 Atmospheric environmental quality 30

3.9 Acoustic environmnental quality 31

3.10 Monitoring over existing environmnent of the area involved in the project 32

4. Predicted Environmental Impact and Controlling Measures 404.1 Recognition and screening of environmental affecting factors to be assessed 404.2 Analysis of enviromnental impact 40

4.3 Prediction on the project's environmental effect during its construction 42

4.4 Analysis of the environmental impact of building removal and inhabitants resettlement 52

4.5 Prediction on the environmental impact during the operation of the project 524.6 Risk analysis 56

4.7 Measures and countermeasures to eliminate or relieve negative impact 57

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5. Alternate plans 59

5.1 Main altemate plans of the Rong-Sha lakes 59

5.2 Comparison between alternate plans for the Rong-Sha lakes treating project 59

5.3 Comparative analysis of the cost of the alternate plan 60

5.4 The analysis of the alternate plan 61

6. Analysis on the Benefit of the Ronghu Lake and Shahu Lake Treating Project 63

6.1 Analysis on its social benefit 63

6.2 Financial analysis of the project 63

6.3 Analysis on environmental benefit of the project 64

7. Plan for Environmental Administration and Environmental Monitoring 66

7.1 Setting up of environmental protection management system 66

7.2 Measures for environmental management 67

7.3 Environmental monitoring plan 68

8. Public Participation 70

8.1 Aim and purpose 70

8.2 Methods of investigation 70

8.3 Scope of investigation 70

8.4 Subject of investigation 7 1

8.5 Method of investigation 71

8.6 Analysis on the results of investigation 71

9. conclusion and proposal 73

9.1 Existing environmental quality 73

9.2 The factor of project's environmental impact 75

9.3 Assessment on environmental impact during its construction 75

9.4 Assessment on environmental impact during its operation 75

9.5 The environmental impact of building removal and inhabitants resettlement 77

9.6 Benefit of the Rong-Sha Lakes treating project 77

9.7 Public participation 77

2

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EXECUTIVE SUMMARY

The City of Guilin is located in the northeast of Guangxi Zhuang AutonomousRegion, at 1 1013'--l 10°40'E and 24°39'--25°22'N, 336 km from Nanning, capital ofthe autonomous region. It has a total area of 565km2 , of which urban area accounts for54krn2 and suburbs 51 Im 2. Under its jurisdiction are also two counties: YangshuoCounty and Lingui County, whose areas are respectively 1,428km2 and 2,202km2. InJanuary of 1979 the State Council has designated Guilin City as a national key scenictourist city, and in February of 1982 the city was declared as a national historicalcultural city. Its unique limestone landscape, peak forests as well as solitude peaks,karst topography and caves form "number one beautiful scene in the world'. TheLijiang River meanders through the mountains from the north to the south. "Thereflection of the peaks on the water seems to be floating while all the mountains andthe water form a fairly land." Its natural beauty has solicited endless praise fromgenerations of writers and poets since ancient times. The new Guilin today hasattracted numerous tourists from home and abroad, promoting the development of thecity's tourism.

The Lake Ronghu and Lake Shahu located in center of Guilin City are named Rongsha

Lake, it received water from the Guihu Lake and discharges water into the River Lijiang.From 1970's, The government of Guilin City was tenovate the lake and replenished waterfrom the Lijiang River, The channel of Lijiang is built with length 6140m, flow valuerespectively 1.5m3/s and lm3/s on normal season and dry season. But because of no enoughfunds, so water quality of the lake become more and more serious and the lake is eutrophiclake.

With the support of the central government and through joint efforts of the governmentand office in charge of environmental protection items using foreign loans of the GuangxiZhuang Autonomous Region, the project of the Ronghu lake and Shahu Lake treating projecthas been entered into the list of the annual financial program of 1997 of the World Bank. Theproject is now in the stage of feasibility studies. The Chinese Research Academy ofEnvironmental Sciences has been entrusted by the office of the government of theautonomous region in charge of item using loans from the World Bank to compile thisoutline of the project's environmental impact assessment.

1. Main content of the proposed project

(1). waste water collecting project

(2). digging sediment of the Ronghu Lake and the Shahu Lake

(3). building new pomp station with water flow Im3/s

2. Main pollution sources for the proposed project

2.1 Main pollution sources during the construction of the project

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a. Dredging sediment and disposingThe dredging sediment value will be 184,000m3 and dredging transporting and

using of the sediment will be produce a certain environmental problem.b. Construction raised dust

Raised dust is an important pollution element in construction that will affect theatmospheric quality. The level of raised dust varies greatly depending on the season ofconstruction, soil type, and construction administration.

c. Construction noiseExcavating machines and other machines and transportation vehicles used will

produce certain noise to affect people's life and rest nearby.d. GarbageThe storing, transportation, and disposal of domestic garbage and construction

garbage will have some impact on the city's enviromnent and ground water if nothandled properly

e. Foul smells produced by the garbage burial ground and waste water treatingplants included in the project will have some impact on inhabitants nearby.

2.2 Major pollution sources during the operation of the projectNoise produced by waster water plants and pump stations will have impact on the

surrounding environment

3 Existing environmental quality

3.1 Quality of water environmentalThe monitored data from 1991 to 1994 and 1996 for this project show that the

present water quality of the Lijiang River is good, most index are within the standardof Grade II surface water environment, up to the requirement of first class protectedwater, that is concentrated drinking water sources and for the protection of rare fishspecies. But certain items such as coli and petroleum exceeded the standard in 1991-94; DO is a little too low. And that of NH3-N exceeded the standard of Grade II waterby a big margin. As a whole water quality of the Lijiang river is good, but the trend ofthe change of water quality reveals worse from Dahe section to Jingpinshan section, itwas affected by the discharge of domestic waste water and non-point rescue.

The Taohua River, the Xiaodong River, the Ningyuan River and the Nanxi Riverare not meet the standard for Grade III water, after 1994, it is deteriorating along withthe development of pollution. The index of coli and petroleum seriously exceed thestandard for Grade III water. The index of coli, petroleum, CODm,, BOD, N0 2-N andNH3-N all exceeding the standard for Grade III in all tributes. The trend of the changeof water quality reveals that the water quality of the Xiaodong River and the TaohuaRiver has been deteriorating rapidly.

The total area of good and fairly god underground water in the surveyed area wasaccounting for 90% of the total. The area of fairly poor underground water was

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accounting for 2.4% of the total, mainly distributed along Wucheng-Ximen Rice FlourMill-brewery; along No.3 Pharmaceutical Factory-Wanfutan Dairy and Yaotou area.

The exiting monitoring data show that the supplying water quality on opencannel from the Lijiang River is lightly polluted. The items of coli, petroleum and TNexceed the standard of Grade II surface water enviromnent, and the exceeding timerespectively 22.8, 2.8 and 2.04.

At present, The lakes of Ronghu lake, Guihu lake and Shahu lake is seriouslypolluted. The major items is coli, petroleum, TP, TN, NH3-N, BOD5, DO exceed thestandard of Grade IV or V surface water environment, In particular the inlet of LakeGuihu, the oil, TP, TN, NH3-N and coli are seriously polluted, the values respectively36, 17.88, 12.22, 9.1 and 23. The pollution of the lakes is basically of the followingorder: the Guihu Lake > the Ronghu Lake > the Shahu Lake.

T.he assessment result show that The right dike on the section of the LijiangRiver (the part of Guilin City center) is been polluted serious than the center and thelift dikes. The water quality of Lijiang River on upstream (the Lijiang theater) is finerthan on downstream (the Proboscis Mountain).

The TSI index (using Calson method) declared that the lakes all are eutrophicstate, with TSI(Z) of 125 to 140.

The water quality of project area is polluted seriously on lakes, the water ofcannel is lightly polluted, the water of outlet of the Lake Shahu has threatened thesection of Proboscis Mountain..

3.2 Solid wasteThe total amount of domestic refuse produced was 131,000t in 1993, of which

120,000t was transported away and 65,000t treated to he harmless. Industrial solidwaste in Guilin City was well handled and under good management, because theadoption of the policy of comprehensive utilization. Impact of solid waste in Guilin ismainly caused by domestic refuse. Because the capacity of harmless treatment is farfrom enough, its pollution to water, soil and the atmosphere, and lack of transportingcapacity and transit stations is becoming more and more outstanding. Besides, there isindustrial solid waste.

3.3 Quality of atmospheric environmentThe average daily concentration of S02 and NOx (in 1991-1994) was not

exceeding the standard for Grade I atmosphere and TSP not exceeding the standardfor Grade II atmosphere. But the average daily maximum concentration of SO2 , NOxand TSP was exceeding the standard for Grade I and Grade II. The concentration ofTSP was exceeding the standard for Grade II according the monitoring of the project'sarea in 1996, and the maximum exceeding rate was 80%. the quality of atmnosphericenvironrent was good on the area of replenishment project.

3.4 Acoustic environmental quality of the Guilin region

. .

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Traffic and daily life noise are main environmental noise sources in Guilin. Theroad equivalent noise intensity exceeded 3dB(A) for standard of "Urbanenvironmental noise standard" during daytime, and the length of was 44.83km takingup more than 78% of the total length of roads. The area where the average equivalentnoise intensity exceeded 70dB(A) during daytime was 8.06%; that exceeding 6OdB(A)39.51%; that exceeding 55dB(A) 68.95% in 1994. This was reveals that the noisepollution was serious in Guilin City, so noise will have impact on people's life. Thetraffic and local noise was not exceeded standard on the area of replenishment projectby monitoring in 1996.

4 The factor of project's environmental impact

The negative impact of the project is basically during the construction of theproject, of short term, reversible and local, while positive impact is basically duringits operation, of long term and extensive. So after the project is completed and put intooperation the major impact will be favorable, though there will be local unfavorableimpact.

1. Raised dust, foul smell and noise will have impact on the atmospheric qualityand people's life. The laying of pipelines and the construction of water drawingtunnels, the collecting and transporting of construcion refuse will have much impact.

2 The discharging water of into lake will affect the Rong-Sha lake and the waterof out lake will affect

4.1 Assessment on environmental impact during its construction

This is a environmental treatment project involving intercepting industrial waste water,water replenishing,. It.involves a large scale and will last a fairly long time. A numberof machines shall be used and large amounts of garbage, backfilling earth, andconstruction material shall be piled for some time. So noise, foul smell, traffic jams,secondary pollution and so on will affect the city's landscape and people's life.

1. Noise will be produced in different stages of construction. Measures should betaken to avoid construction at night.

2. It is better to transport away sand and pollutants directly. Care should be takenin loading to avoid droppings and prevent pollutants from touch the ground.Construction should be carried out in a civilized way to prevent secondary pollution.

3. Transportation should have covers and construction sites should haveenclosures, and water should be sprinkled on piled earth and bottom clay dug up so asto reduce the impact of raised dust. Management should be strengthened to shorten theconstruction period.

4. Transportation needed for the construction should avoid rush hours so as toreduce its impact on the city's traffic.

5. Management of temporarily piled construction material and sediment should be

strengthened to reduce possible secondary pollution,

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The above mentioned environmental impact is of short term and reversible.Proper measures can reduce it to the minimum degree.

4.2 Assessment on environmental impact during its operation

The project's environmental impact during its operation is mainly positive,manifested in its improvement of the water environrent of the Lijiang River andRong-Sha Lakes and the ecoenvironmnent of the city. This will greatly improve thecity's investment environment and promote its economic development.1. Impact on the water environment of the Lijiang River

At present, the Lake Rong-Sha is seriously polluted and is eutrophication lake.The items coli, oil, TP, TN, NH3-N, and BOD5 all exceed the Grade IV or V of waterquality standard, and at the outlet of the Shahu Lake, the water quality is worse thanthe center and against side of the Lijiang River, The above assessment show that theRong-Sha lakes is affected the Lijiang River.

After intercepting waste water, the amounts of reduce load of external pollutionresource of discharge into lakes are respectively BODs for 1.2t/d, COD 2.6tld, SS2.2tld, NH3-N 0.263t/d and TP 0.193t/d. After dredging sediment, the amounts ofreduce loads of inner pollution resource of three lakes are As 0.4t, Zn 1 .05t, Pb 4t, Hg5kg, TN 923t and TP 272t, and reduce release amount of TP is 596.3g/d, TN 8370g/d.

The amounts of reduce pollution load of external and inner resources can becalculated for reduce amount of discharged into the Lijiang River.

The project cut its pollutants from the city's domestic waste water, playing ancertain role in protecting and improving the water envirounent and ecoenvironment ofthe Lijiang River. According monitored, the Lijiang River has been affected thedischarged water from the three lakes. Prediction point out that the discharged waterwill not affect the water quality of Lijiang River, and the water quality of outlet ofShahu Lake will be good, after operation of the project.2. Impact on the water quality of the Rong-Sha Lakes

we used the data of Lake Dianchi to assessment on release of N and P of sedimentof three lakes. The assessment show that the inner pollutants of load of amount ofrelease of TP is 596.3 g/d, TN 8370gJd, this is a seriously pollution for the three lakes.

The external pollutant load of the amount of the point load, the non-point loadand fishing all cut, the amount of this pollution load are zero after the project hascompleted. The reduce amount include reduce amount of point pollution and non-pointpollution loads plus the reduce amount of pollution load from river water.

With the developing of the city economy, the population and tour will increase,and the industry will increase too, so the lakes Rong-Sha will became more and moreseriously, if the lakes were not treated and the pollution load will increase. Accordingthe plan of the Guilin City, the amount of the waste water of the city on 2015 will be 3times of 1994 year, and the amount of domestic waste water will be 2.4 times. Thisprediction used 2.4 times of waste water discharged into the lakes.

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The data calculated point that the COD monitored in the Rong-Sha lakes is high,exceed Grade IV of water quality standard, if the lakes can be supplied water from theTaohuajiang River or the cannel of the Lijiang River, the water quality will beimproved, but still need dredging sediment.3. Impact on the city's ecoenvironment

Guilin City is a famous tourist city. The treatrnent project will improve the waterquality of the lakes, cut the inner and external pollution resource, and exchange thelake's water, so can improve the environment of the lakes and surrounding. thusbasically solve heavy pollution areas of the city, especially the central part of the cityand protect the landscape of the city.

5 The environmental impact of building removal and inhabitants

resettlement

This project of Rong-Sha lakes treating project just involved existing lakes, parksand roads, has no building removal and inhabitants resettlement

6 Benefit of the Lijiang River comprehensive treating project

The Rong-Sha lakes treating project is a project that will improve the environmentalecology, beneficial to people's health. The major benefit of the project is that it will solve theproblems of eutophication and water quality serious from which the lake has been sufferingfor many years. It will improve and landscape of the city, providing conditions for gatheringand treating industrial waste water along the lakes, so as to improve the environmentalquality of the down areas of the Lijiang River and the Proboscis maintain area, and people'sliving conditions. The amount of waste water gathered and treated by the project will accountfor ZOOOOt/d. That will greatly reduce the pollution load of the Lijiang River for BOD50.86t/d, COD 1.86t'd, SS 1.58tld and TP 0.13t/d, and greatly improve its waterenvironment.

The water quality will be improved, eutrophication will be controlled, the surroundingwill be improve and soul smell will be put out, and the tourism price of the city will begrown during the operation.

7 Public participation

The public participation of the project involves the whole Guilin city, so thescope of the investigation carried out included the area along the construction ofengineering project. Institutions investigated included the People's Congress, themembers of the political Consultative Conference especially farmers, ordinaryinhibitions of the area affected by the project.

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The result showed that 90% of the investigated people supported the constructionof the project, 95% of the inhabitants said they could understand the short impact ofthe construction of the project, if the removal of the houses and resettlement of theinhabitants are carried properly with proper policies, they will support the project ofthe prevail interest.

To sum up the Rong-Sha Lakes Treating Project of Guilin is an environmentalprotection project will bring remarkable environmental benefit, social benefit andeconomic benefit. The project will impact environmental and inhabitants of theproject's area during construction, but the above mentioned environmental impact is ofshort term and reversible. Proper measures can reduce it to the minimum degreeacceding the EIA statement. The project's environmental impact during its operation ismainly positive, manifested in its improvement of the water environment of theLijiang River and its tributaries and the ecoenvironment of the city. This will greatlyimprove the city's investment environment and promote its economic development.

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1. Preface

1.1 Purpose of this assessment

The City of Guilin is located in the northeast of Guangxi Zhuang Autonomous Region,

at 1100 13'--110° 40'E and 24°39'-250 22'N, 336 km from Nanning, capital of the

autonomous region. It has a total area of 565km2 , of which urban area accounts for 54km2

and suburbs 51 Im2. Under its jurisdiction are also two counties: Yangshuo County and

Lingui County, whose areas are respectively 1,428km2 and 2,202kM2. In January of 1979 theState Council has designated Guilin City as a national key scenic tourist city, and in

February of 1982 the city was declared as a national historical cultural city. Its unique

limestone landscape, peak forests as well as solitude peaks, karst topography and caves form

"number one beautiful scene in the world'. The Lijiang River meanders through the

mountains from the north to the south. "The reflection of the peaks on the water seems to be

floating while all the mountains and the water form a fairly land." Its natural beauty has

solicited endless praise from generations of writers and poets since ancient times. The new

Guilin today has attracted numerous tourists from home and abroad, promoting thedevelopment of the city's tourism. (See Fig. 1-1.)

Guilin is a cultural city with a history of over 2,000 years. It is also a city undergoing

reconstruction and further development. Because of historical reasons, the function division

of the city is not clear and the distribution of its industries is irrational. In order to protect the

scenery resources of the city, the Guilin City Government has decided to shut down and

merge some enterprises, to change the products of others and stop production of still others,

to speed up the construction of the city's infrastructure such as water supply, drainage, road

and aforestation, and to carry out comprehensive treatment of the city's waste gas, waste

water and solid waste matters. Remarkable achievements have been made in all these fields.

But because of lack of fund, the waste water treatment and the rational utilization of the

water resources of the Lijiang River are factors restraining the further development of

tourism of Guilin.

Flowing zigzag through Guilin City, the Lijiang River is the most important water

resources of the city, supplying most of the water needed for people's life and the city's

industries. Its main tributaries within the city's jurisdiction include the Taohua River, the

Xiaodongjiang River, the Nanxi River, and the Liangfeng River. The clean watered Lijiang

River with the green peaks and wonderful looking caverns and grottoes along its banks is at

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the same time one of the most famous tourist attraction in China, where tourism has created

a large amount of wealth. The Lake Ronghu and Lake Shahu located in center of Guilin City

are named Rongsha Lake, it received water from the Kuihu Lake and discharges water into

the River Lijiang. From 1970's, The government of Guilin City was renovate the lake and

replenished water from the Lijiang River, The channel of Lijiang is built with length 6140m,

flow value respectively 1.5m3/s and Im3/s on normal season and dry season. But because of

no enough funds, so water quality of the lake become more and more serious and the lake is

eutrophic lake.

With the support of the central government and through joint efforts of the government

and office in charge of enviromnental protection items using foreign loans of the Guangxi

Zhuang Autonomous Region, the project of the Ronghu lake and Shahu Lake treating project

has been entered into the list of the annual financial program of 1997 of the World Bank.

The project is now in the stage of feasibility studies. The Chinese Research Academy of

Environmental Sciences has been entrusted by the office of the government of the

autonomous region in charge of item using loans from the World Bank to compile this

outline of the project's envirownental impact assessment.

The purpose of this assessment is to predict and analyze the environmental impact of

the project during its construction and operation based on the characteristics of the project

and comprehensive assessment of the environment, so as to discuss and prove its technical

feasibility and rationality in order to provide scientific basis for the decision making,

designing and environmental administration of the project

1.2. Basis for the compiling of ELIA

1.2.1 Document Guohuan (86) 003 "Procedure of the Environmental Protection of

Construction Program" by the National Environmental Protection Agency;

1.2.2 Document Huajian (1993) 324 jointly issued bytheNation Environmental

Protection Agency (NEPA), the State Planning Commission, the Ministry of Finance, and

the Chinese People's Bank "Notification for Strengthening the Administration over the

Environmental Protection of Construction Items Using Loans from International Financial.

Organizations";

1.2.3 Document Jitouzi (1994) 441 "Reply to the Proposal by the State PlanningCommission on the Construction of the Environmental Protection Project in Guangxi by

Using Loan from the World Bank";

1.2.4 Document Huanjian (88) 117 "Certain Opinions on the Environmental

Administration of Construction Items";

2

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1.2.5 "Water Law of the People's Republic of China", 1988;

1.2.6 "Law of Environmental Protection of the People's Republic of China", 1989;

1.2.7 "Report on the Feasibility Studies of the Project of Waste Water Treatment of

Guilin City", June 1996 by South-Central China Designing and Research Institute of

Municipal Engineering;

1.2.8 Document Huanjianjian (96) 117 "Replay to outline of EIA on the project of

comprehensive treatment of the Lijiang River in Guilin, Guangxi Zhuang Autonomous

Region" by NEPA, May, 19 1996.

1.3. Scope, standard, and schedule of the assessment and targets of

environmental protection

1.3.1 Standard of the assessment

1. Standard for water environmental assessment

For the Lijiang River: Grade nI standard set in "Document GB3838-88 Standard for

Surface Water Environmental Quality";

For its tributaries: Grade III standard of the same document;

For the canal of Lijiang and the lakes Ronghu and Shahu: Grade III standard of the

same document:

For ground water: Grade III standard set in "Document GB5749-85 Hygienic Standard

for Water for Domestic Usage and Drinking Water".

2. Standard for sediment of the lakes Ronghu and Shahu and canal of the Lijiang: acid soil

set in "Standard of Farmland Pollutants Control Using Sludge"

3. Standard for atmospheric environment: Grade II and Grade III standards set in "Document

GB3095-82 Standard for Atmospheric Environment Quality" are used respectively for

inhabitant quarters and industrial quarters.

4. Standard for noise: the standard set in "Document GB12523-90 Noise Limit for the

Border of Construction Sites" and the Grade II standard for mixed quarters set in Document

GB3096-93 Standard for Urban Environmental Noise are used.

5. Standard for waste water: the Grade I standard set in Document GB8979-88" Standard for

Comprehensive Waste water Discharge".

1.3.3 Period of time to be assessed

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The period of time to be assessed includes the process of the construction of the project

and the period from the time when the project is put into operation to the year concerned in

the plan (2015).

1.4. Content and key points of the assessment

1.4.1 Content of the assessment

* Disposal on polluted sediment of the Lakes Ronghu and Shahu

* Impact on the environmental noise during construction

* Impact on the raised dust during construction

* Impact on landscape during construction

* Impact of the foul smell on the surrounding enviromnent

1.4.2 Key points of the assessment

- Disposal on polluted sediment of the Lakes Ronghu and Shahu

* Impact of the project on the Lijiang River and the surrounding environment of the

Lakes Ronghu and Shahu

* Impact of the project on people's life and city function during constriction

1.5 Main techniques and measures adopted in the assessment

1.5.1 Procedure of the assessment

See Fig. 1-2 for the working procedure of the assessment.

1.5.2 Method used in the assessment

Environmental assessment factors were screened according to the characteristics of the

project with advice solicited from concerned experts. The factors chosen are mainly those

bearing much impact on the water environment, atmospheric environment, and acoustic

environment because of the project.

1. Methods of assessment

Collect the monitored data of 1991-94 and assess the existing surface water, atmosphere,

noise and solid waste matters of Guilin area. Give key assessment to the construction sites

and areas involved, so as to make clear environmental problems to be taken into

consideration in the designing of the project and put forward proposals and measures to be

taken to relieve such problems.

2. Monitoring and assessment on the present state of water environment

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The monitoring of present state of water bodies includes canal, the Lake Ronghu, the

Lake Shahu and the Lijiang River. Monitoring section of the Lijiang River are chose

upstream and downstream of the proboscis mountain, the lakes monitoring section are chose

as routing monitoring sections and canal monitoring station. total water monitoring stations

are 10.

Monitoring items include pH, COD,, BODS, NH3-N, NO,-N, Zn, Cr, HAg, petroleum,

volatile phenol, SS, CN and bacteria coli.

Monitoring items of the lake must include Chla, transparency, and color degree.

To collect data of normal monitoring of ground water, avprage value of tree time

monitoring results is used to assess pollution level of present state on ground water in the

assessed area. Assessed items include pH, total hardness, NH3-N, Cr, Cd, Hg, Zn, SS, and

bacteria coli.

3. Monitoring and assess on pollution level of sediment of the lakes

8 monitoring section is set up as the lakes Ronghu and Shahu. Depth of sampling is of

0.5m. Monitoring items include oil, water ratio, organic matter, As, Zn, Hg, Cr, Pb, TN and

TP.

4. Monitoring and assess on noise environment noise produced by construction shall affect

the people's life. 12 monitoring point are chosen according to combination of the distribution

of key noise sensitive region and setting monitoring point of network in the area around the

construction. Monitoring is carried out for four days in succession. L1o, Lso, and 19 of each

monitoring point is obtained according to monitoring results, then Leq value are calculated.

5. Monitoring and assess on raised dust of atmosphere environment

8 monitoring point are chosen according to the distribution of the area around the

construction of sewage pipeline, the point of disposing sediment and transportation route.

Monitoring is carried out for five days in succession, four times each day. Method of single

factor pollution index is adopted in the assessment of present state.

5

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Certificate of Entnzsuncnt of Projeca

Filed survey and information collect on the projcct's environment if

Environmental questions and fatories on the project to be taken

Recognition of environmental affecting factors

Outine of Environmental I wact Assent

1Fsubmit to NEPA&n

yes

Monitoring and assessment of existing environmeintal quali Analysi of

project

Noise Atmospheric Wer EeOZi Natal nd soc Expens' opinio s

Eniomn Env= A =_a Elvct Detailnment

| ~~~~Prediction and assessment on the project's e vitUim cffoa

Statement on environmental impact assssment of subprojets

Statement on environrnental impact assessment on the project

of comprehensive tamnt of the Lijiang Rivr in Guilin

1 ~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~1!No subnmit to NEP

Jyes

To do basis proposed environmental

chnology and measures adopted in the project

Fig. 1.2 Procedure of the Environmental Assessment ofthe Lijiang River Comprehensive Treatment Project

1.6 Institution and personnel of the compiling of the assessment

1.6.1 Brief introduction to the institution

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A comprehensive environmental scientific research academy directly under the National

Environmental Protection Agency (NEPA), the Chinese Research Academy of

Environmental Sciences boasts large scale, complete disciplines, advanced equipment, rich

technical capacity, and wide scope of research. It has now a total staff of 580, which includes

128 senior researchers. It is entrusted with the responsibility for the establishment of state

environmental standards and technical examinations, and the responsibility of technical

monitoring and administration of environmental impact assessment of construction programs

by the NEPA. The academy has so far compiled over 300 environmental impact assessment,

ranking number one in the country. The assessments involve fields of light industry, brewery,

heat supply, air port, sea port, natural gas supply, electricity, highway, petroleum, chemicals,

iron and steel, water conservatoly, food processing mining, railway, electronics, regional

development and constuction and municipal engineering.

1.6.2 Cooperation institutionsGuilin City Research Institute of Environmental Sciences

Guilin City Environmental Monitoring Station

1.6.3 Major personnel and their qualification

See the flyleaf of this report for the list of the personnel taking part in the EIA and theirqualification.

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2. General Situation of the Project to Use the Loan

2.1 Basic situation of the project

2.1.1 Name of the project4Guangxi Envirommental Protection Project"-the treatment project of the Ronghu Lake

and Shahu Lake in Guilin City

2.1.2 Nature and assessed category of the project

The purpose of the project of treatment of the lakes Ronghu and Shahu is to bring the

eutrophication lakes into control and make it clean and garden. The project is to intercept

waste water now directly discharged into the lakes and sent to waste water treating plant.

he water level should control by pomp station of the Taohuajiang River. Completion of the

project will improve water quality of the Lake Ronghu, Lake Shahe and the Lijiang River.

The project has positive effective, but it shall be carried out in the urban area with a fairly

long duration and large amounts of lakes sediments to be treated, the project is determined to

be of A-B category.

2.1.3 Geographic location and layout of the proposedproject

The project is from Nanzhouba on the Lijiang River to west part of the proboscis

mountain, is located the center of the Guilin City, including cannel, the Ronghu Lake and

Shahu Lake. The proposed project involves the waste water collocating project, lake water

discharging project and digging sediment project (see Fig. 2-1).

2.1.4 Main content of the proposedproject

(I). waste water collecting project

(2). digging sediment of the Ronghu Lake and the Shahu Lake

(3). building new pomp station with water flow I m3 /s

2.1.5 Investment scale

The total investment of the project amounts to 19.68 million yuan (RMB), of which

50% will comprise of loan from the World Bank and the other 50% has to be raised by local

institutions.

8

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Legend k and

riv-r Xiananzhou

open caunel _ _ 1s/

c cannel

lake

road p

popn StaiO

sewage pipeliel Zbnue9a pipeline

Fig 2-1 The location of the Rong-Sha Lakes Treating ]Project

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2.2 Technological Process

2.2.1 Construction technological process of the waste water collecting works

The waste water discharged into the Lake Ronghu and lake Shahu will be intercepted,

then collected into waste water treating plant. The waste water collecting project includes the

sewage and rain trunk of Yiwulu pipeline with length 2.9km.

DemolilW an wemWn =it _h pipd-i-n erZ&work- msoaionof buiildings on te ground igrg *lyn lln landup

2.2.2 Construction technologicalprocess of dredging sediment

Dredging area: the area of Lake Ronghu is 130000m2, Lake Shahu 9.5000Gm2, total area

is 225000m2.

Dredging depth: O.9m

Dredging scope: 184000m3

Lake wate ging o (Temporary pipel Te ns | Displemptying, sedmentof sediment) porta±io fI

2.3 Major pollution sources and the discharge of pollutants

2.3.1 Exiting pollution soarces and discharge of polluarnts

1. Domestic waste water

Fig.2-2 shown the discharging inlets of domestic waste water, about 40 with 10000 tone

waste water discharging into the lakes. These waste water is main from the Lijiang Printing Plant,

the Guihu Hotel, the Ronghu Hotel and domestic waste water of units and residents surrounding

the lake.

2. Sediment of the Lake Ronghu and Lake Shahu

After many years of silting up, the lake's bottom shown up surfice water on part area during

dry season. The weeds have grown and the garbage thrown around the Lakeshore. The lake's

landscape and water quality become serious and eutrophication. The sediments of lake have

amounts nutrition and harmful elements and easy release from sediment into water after

intercepting waste water, so need dig the sediment

3. Other pollution sourcesThe project will produce other pollution sources during construction, for example renovate

bank of lake, and foul smell.

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2.3.2 Major pollution sources during the construction of the project

a. Dredging sediment and disposing

The dredging sediment value will be 184,000m3 and dredging transporting and using of

the sediment will be produce a certain environmental problem.

b. Construction raised dust

Raised dust is an important pollution element in construction that will affect the

atmospheric quality. The level of raised dust varies greatly depending on the season of

construction, soil type, and construction administration.

c. Construction noise

Excavating machines and other machines and transportation vehicles used will produce

certain noise to affect people's life and rest nearby.

d. Garbage

The storing, transportation, and disposal of domestic garbage and construction garbage

will have some impact on the city's environment and ground water if not handled properly

e. Foul smnells produced by the garbage burial ground and waste water treating plants

included in the project will have some impact on inhabitants nearby.

2.3.2 Major pollution sources during the operation of the project

Noise produced by waster water plants and pump stations will have impact on the

surrounding environment

2.4 Arrangement of the construction

The project involves the urban part as well as the suburb part of Guilin City. For

the works in the urban part, careful arrangement should be made to reduce the impact

to the miniimum and the arrangement in the suburbs part can be a little loosened so as

to reduce the cost.

2.5 Major environmental protection measures

Measures to be taken for environmental protection are basically divided into two stages;

the construction and operation of the project.

1. Construction noise

On the premise that the construction period of the project is guaranteed, the use of

machines should be carefully arranged in an overall planning. Different areas should have

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different arrangement. In commercial quarters, construction activities should avoid rush

shopping hours, and in inhabitant quarters, construction should not be carried out at night.

2. Raised dust

Raised dust is an important pollution factor in the construction. The construction season

should be carefully chosen. Give different treatment according to the soil types and

strengthen the management of the construction. Construction sites in the central part of the

city should be enclosed.

3. Construction garbage

Administration should be combined with propagation for the disposal of construction

garbage and domestic garbage so a to raise people's sense of environmental protection. The

collecting, piling, transportation and disposal of garbage should all come under careful

planning and arrangement.

4. Traffic jams

As the transportation of construction materials and construction garbage will add to the

cityWs traffic, and the digging and piling of materials will occupy certain part of roads, traffic

jam is inevitable. So optimized transportation schedule should be arranged to avoid rush

hours.

5. water quality

The lake must reduce cast bait and inclesse discharge water frequency from pumpingstation.

2.6 Financial estimates of the project

The investment of the project from China is 13.85 million yuan and the loan part from

World bank is 13.85 million yuan(RMB) too, total is 27.10 million yuan.

12

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r<,. --,

X

A~~~~~~~A

- OadtY

Mad ~ ~ ~ wt~~~/1/

e 5ke W I I1e e-

itfaIi. croI,;,~

If JA~ ./4 m... /~ueL

1/ g/ ;/. ~~~~ proboscis

l -dL _ .mountain, 'S.-

Fig 2-2 The Location of the Sewvage Outlet Along the Rong-Sha lakes

c 13

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3. General Situation of the Environment of the Area Where the

project Is to Be Constructed

3.1 General environmental situation of the area of the proposed project

3.1.1 Geographical location

The proposed project involves Guilin City, Linggui County within the citys

jurisdiction ,and Xing'an County and Lingchuan County under the jurisdiction of the Guilin

Prefecture, at 1 1005'-110006'E and 24°38'-25a23N; with a total area of 5,210 km2. If

Yangshuo County is also included, the total area is 6,628km2. See Fig. 3-1 for the scope of

the impact of the proposed project

Guilin is located along the Hunan-Guangxi corridor in the northeast of Guangxi Zhuang

Autonomous Region. It is the tmffic hub of northem Guangxi.

3.1.2. LAndscape and topography

The city of Guilin is located in the southwest of the Nanling Mountains. To its north liesthe Yuecheng Mountain, to its south the Jiaqiao Mountain, and to its east the Haiyang

Mountains. The main peaks of these mountains are all above I 500m. Its north, east, and

south are high, but its central part and southwest are low. The urban area of Guilin is located

in a karst basin, which is about 40kn long (N-S) and 20kn wide (E-W). The altitude of the

bottom of the basin is 150m, where accretion formed in various ways are distributed to form

a vast alluvial and flat plain scattcred with mounds. The Lijiang River and its tributaries the

Taohua River, the Xiaodong River, the Nanxi River, the Liangfeng River, and the Ningyuan

River flow across the urban area from the north to the south. at the sides and the central part

of the basin are widely distributed with peak clumps, peak forests, and single peaks formed

of limestone with a height of 300-600m. There are many karst caves.

The stratum of Guilin is mainly formed of carbons of the Upper Devonian Series and the

Lower Carboniferous Series, of typical karst area in China. The urban part of the City of

Guilin is at the top of the northeast break over arch of epsilon structural system, lying from

the north to the east. topographic formations include: corrosional land-form, erosion - -

corrosion land-form, erosion land-form, and accumulation land-form, the first being the

major feature. The relative height of the over 200 stone peaks near the urban area averages

74m, with various underlying basement. Karst caves have developed within peak forests.

The lime stone in the area is thick (the total thickness is over 3,000m), pure and widely

14JR

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( Canal

WanQian

I- ~~~~~~~~~~Qingshitan.%* _, r- c > < j Reservoir Lingch m c

. x_ \ ~~~Wutong 79

t()>,~~M20|. e,>g ).~~~~k~mu~-

o ilech: ~ ~ ~ ~ ~ caDan0 L.iwn.h \A

cC~~~~~~~~~~~~ct1 uangxi Ihuang A Rbianchang5 i'N n, ) \ / ~~~~~~~~~~~Putao Xn,4g* .'

. rB<7 \ ~ ~~ iUlidi.ar5

< .+ 01a1lechi C %j jinta Yangshuoi, C) oHaise ° I,iuvhou Gaoatian )

_?Ninning yuIj,_3.A, B\'

!oQinvhou W _ . gtmhc

Guangxi Zhuang Autonatnous,tRegion.-. .

Fig 3-1-2 Lacation of Guilin Citv

Is

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distributed and the climate is hot and wet, plus the crises-cross the fault structure caused by

the many tectonic movements of the crust,. This caused the area to have a typical subtropics

karst landscape.

3.1.3 Surface water and ground water

The Lijiang River, the major river in Guilin area, has its source in the east slope of the

Maoer Mountain, the highest peak of the Yuecheng Mountains in north Guangxi. It

converges with the Lingqu River at the Darongjiang River,. The segment from this point to

the outlet of the Gongeheng River in Pingle Country is called the Lijiang River. Then if

flows into the Guijiang River. Its totad length is 214km, and its trunk river is i601cm long,

with 12 major tributaries: the Lingqu River, the Darongiang River, the XiaorongJiang River,

the Gantang River, the Taohua River, the Nanxi River, the Liangfeng River, the Donghe

River, the Xihe River (the Huangsha River), the Chaotian River, the Xingping River, and the

Tianjia River. Its total drainage area is 6,050kn2. The average flow of the Lijiang River

over the years is 120m3/s, 8-12 during the dry season. The maximum flow monitored is 4640 m3/s (1976) and the minimum 3.8mI/s (1951). The average annual runoff is 4.2 billion

in3 . The river bed is mainly formed of pebble, gravel, and sand stone. The average silt

content is 0.0381gm3, the smallest among the rivers in Guangxi. The Guilin segment of the

Lijiang River is shallow with many shoals. It has a strong self-purifying capacity.

The Rong-Sha lake is the biggest lake on the Guilin City with area of 130000m2, depth

1.5m. Supplying water of the lake is from ground water and precipitation. From 1981 to

1983 the water replenishment to the lake project has built. The project has a cannel from

Nanzhouba of the Lijiang River to Proboscis Mountain, with length of cannel is 6140m,

design flow is 1.5m3 /s for normal year, I.Om3 /s for dry year, water exchange time is 3 to 5

days (see Fig 3-2).

Ground water in Guilin includes pore water, karst water, and crevice water. Pore water

is distributed in river faces sedimentation and alluvial plains, with an area of 65km2. Ground

water is 4-7m deep, with an annual variation of 5-8m. Karst water is of covered and

uncovered types. The uncoverd is stored in karst tunnels (underground rivers). So far nine

underground rivers have been discovered, which control an area of 140km2, 3-Sm deep, with

an annual variation of 1-4m Covered karst water is stored in karst caves or karst cracks,

usually covered by 10-30m thick of clay, 5-19m deep, with an annual variation of 1-5m.

Crevice water is stored in the cracks of sand stones, mainly distributed in the mountains in

the east and the west, with an area of only 16km2.

16

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Legend

river iopen cannel - |*

close cannel __ _ _ _

lake - 0

road _ - '

scale 1:5000 WDh

It~~~7I

lezlftt om

oAX4 )' o =-Y-er-W-0 11' \ t--PW

>sewp h*e~~~~~~ar, t:

_

/te ae-tfr

- ~ -:/ - 0. ' -,/ / s__

~~~ ~~~~

0~~~

0

Fig 3-2 Replenshiment Project (1991-1998)

- 17

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Within an area of 282.44km2, the amount of ground water naturally replenished is 151 -

681 600t/a (4.8lm3/s), that of high water period accounts for 70.7% and that of low water

period 29.3%.

Ground water there is mainly of HCO3-Ca type. The average pH value of low-

mineralized water is 6.3-8.5, with t total hardness of 200-300mg.

3.1.4 Climate

Guilin is located in the subtropics monsoon zone, with a long, hot summer and a short

winter. It has abundant precipitation, mostly concentrated in spring and summer. The

summer (when the avenge air temperature is above 221C) in Guilin lasts 145 days. It is the

hottest in July when the avenge air temperature is 283YC, the coldest in January, when the

average air temperature is 7.9C .According to statistics of thirty years the average annual air

temperature is 18.8 with the highest 233 C, the extreme being 39.4C (1953), and the

lowcst 15.7 C, the extreme being-4.9 C (1955). The aveage annual rainfall is over

1,900mm. See Fig. 3-3. for its distribution. The avenge annual relative humidity is 76%, and

the avenge annual evaporation 1,485nmu. The leading wind in the year is NNE, with an

avenge annual wind speed of 2.5m/s, the maximum being l9mIs. The annual frost-free days

number 307, and the total annual sunshine reaches 1 684Ah, with a rate of 38%.

3.2 General ecoenvironmental situation

Vegetation in Guilin area is mainly of pony-tail pine and coniferous communities. On

the scenery mountains are mainly broad-leaved mixed forests. Along the streets in the urban

area are growing sweet hibiscus, camphor, fish pelargonium, Chinese ash, privet, Chinese

scholar tree, and kiri, interplant with flowers and glass. Guilin has a total forest area of

96,941ha, accounting for 23.1% of the total area.

There are within the area over I 000 species of higher plants, including the living fossil

Cathaya argyrophylla and Chinese hemlock, and rare species like gingko. Precious animal

sinlude white-head leaf monkey, rhesus monkey, sike, tiger, Chinese pangolin, giant

salanander, yellow-bellied tragopan, crimson-bellied tragopan, and Chinese copper

pheasant.There are over 140 species of fish in the Lijiang River, major ones include common

carp, crucian carp, and big-eyed Chinese triangular brem. 79 species of benthons have been

identified living in the Lijiang River, including 13 orders like insects, crustaceans, leeche,

and arachnids. There are 113 zooplanktons, of which 22 are of protozoa, 23 of rotifers, 39 of

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copepods, and 29 of cyclops. Major aquatic tracheophyta include 10 species of 8 genus such

as Vailiisneria spiialis, Hydrilla verticillata and Potanogeton malaianus, with a total biomass

of 2.54kg/m2 .

3.3 Social economic situations

3.3.1 Administrative area involved in the project

Guilin City has five districts: Xiufeng, Diecai, Qixing, Xiangshan, Suburbs, and two

counties: Yangshuo and Lingui.

The Guilin.Prefecture has tow counties: Lingchuan and Xing'an.

3.3.2. Character and scope of Guilin City

Guilin is a famous city for sight seeing and. historical interest. It is well known by its

"green mountains, eiar waters, strange caves and beautiful stones". There are also a lot of

humanistic scenarios. It is planned to build the city into a beautiful, comfortable international

city with developed economy and beautiful environment by the year of 2010.

The population of Guilin reached 550 000 in 1994, of which 398,000 are not engaged in

agriculture. Besides the Han, there are also the Zhuang, the Yao, the Hui, the Miao, the Tong,

and the Yaolao, and other national minorities, altogether reaching 107 000 by the end of

1993.

3.3.3. land utilizationThe total area of Guilin City is 4,1951kM2, of which medium high and low mountains

take up 1,231km2, accounting for 29.34%, that of hills 969.6km2, accounting for 23.22%,

terraces 264.87kmn2, accounting for 6.31%, plain 954.73km2, accounting for 22.66%Jo, the rest

776.67km2, accounting for 18.52%.

Actually cultivated land in 1994 was 635,200ha, of which paddy field accounts for 74%

and dry farmland accounts for 26%/e.

There are 214,000ha of forests in the drainage area of the Lijiang River, of which 35%

is for conservation of water supply and 43.6% for timber, 0.5% for special forests, 1.2% for

firewood, 8.1% for economic forests, and 16.65 of bamboo forests, The forest coverage rate

is 38.8%, above the national average. That in the upper reaches above Guilin is 51.4% and

that in the middle and lower reaches is 14.2%.

3.3.4. Production development

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The GNP of the city in 1994 reached 5.19 billion yuan (price of that year), of which

primary industry accounted for 16.7%, secondary industry 44.4%, and tertiary industry

38.9%/e. Enterprises in the city are mostly of medium and small scale, including machine

building, electronics, rubber, light industry and textile, food processing and pharmaceutical.

Construction of the city has been speeding up, and infrstructure (road communication,

water supply and drainage, environmental protection, gas supply, living houses, and

aforestation) has had certain scale, laying a foundation for further development of the city's

construction.

3.3.5 Exing infrastructwe

The total area of constructed buildings in Guilin City reached 14.16 million M2 in 1993.

The total length of roads reached 302km with a total area of 2.82m2. The total length ofdrainage pipelines reached 114km. The rate of gas popularization was 45.1%. The total

constructed area of the city was 46.5km2 -

Water resources used in Guilin is mainly of surface water supplemnented by ground

water. There are now four water mills in the urban area: Dongzhen Road, Dongjiang,

Longchuanping, and Wayao, all taking water from the Lijiang River. The designed water

supply capacity is 100 000m3/d and 28 000m3/d (of which 70 OOOm3/d was completed in

December 1995), with a total of 328 OOOm3/d.

191 enterprises have their own water mills , mostly for production, of which the

supplying capacity of wells reached 125 OOOm3/d. As the water supplied by these self-owned

water mills is of poor quality, water consumed by these enterpises for daily life is still

supplied by the tap water company.

The total amount of waste water discharged in Guilin City in 1994 was 100.51 million

tons, of which industrial waste water 29.13 million tons. 56 enterprises discharge their waste

water to waste water treating plants, with a total amount of 6.03 million t/a. Three waste

water treating plants, 9 rain water and waste water pumping stations, and 146 pipeline with

a total designed capacity of 78 500m3/d and actual capacity of 63 5000m3/d have been built

in the city. The city has 126 waste water treating devices, of which 108 are in normal

operation. The amount of waste water to be treated is 27A9 million t/a, but oniy 24.46

million t/a was treated, with a rate of 89°%. The amount of industrial waste water is 20.63

million t/a with 10.61 million t/a reaching the standard after treating, the rate being 45%.

The amount of industrial waste water reused is 8.38 million t/a. The total investment in

industrial waste water treatment reaches 28.171 million yuan (up to the end of end of 1999).

20

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Domestic refuse in Guilin City is now mainly collected and cleaned by pmfessional

people, then shifted from the 15 garbage transit stations to be buried or piled in the suburbs.

Its transporting uses machines and vehicles. The major way of disposal is to be treated by the

Pingshan garbage compost factory which can handle 30tld. The amount of garbage

transported in 1993 was 120 000t, of which 65 OOOt was treated to be harmless.

Guilin City now has two civil airports, which are linked many home and international

air routes. The Hunan-Guangxi Railway runs through Guilin, where a new terminate station

is being built. The completion of the new railway station will greatly facilitate transportation

and promote tourism.

3.4 General life quality

The total area of constructed urban part of the city has reached 46.5am2 , with an urban

population of 550,000 (1994), of which 398,000 are non-agricultural population. People's

living standard has been raised along with the economic development. The average annual

domestic income reaches 4,142 yuan, showing an actual increase of 10.78% over the Ist

year. The average annual salary of the staff was 4,505 yuan and that of farmers 1,137 yuan.

There are now 9 parks in Guilin, the total tourists in 1994 reached 4.3 million

person * times, of which 0.6 million were from abroad. Green area of the city reached

1,515.9ha, averaging 4.9m3 per capita. The city's green space ratio reached 32.6%.

Besides beautiful natural mountains and waters, there are in Guilin many places of

historical interests, major ones including the former palace and tomb of the king, fonner city

of the ancient Jingjingjiang Prefecture, ruins of the Piye Cave, and the Eighth Route Army's

office in Guilin.

The enviromnental protection in Guilin has been strengthened. The air in the urban area

is of the standard of grade II and the water quality of the Lijiang River is of the standard of

Grade II surface water. The quality of drinking water is good.

3.5 Surface water environmental quality

3.5.1 Water environmental quality of the Lyiiang River and its tributaries (91-94)

The Lijiang River has its source in the east slope of the Maoer Mountain. It flows

through Xing'an County, Lingchuan County, urban area of Guilin City, Yangshuo County,

and Pingle County, with a total length of 214km. Its segment from Dahe to Mopanshan flows

through the major economic area of Guilin City, thus being the major source for water of

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daily use and industry and agriculture. It also serves as the final receiving water body of

waste water produced in this area. Its major tributaries flowing through the urban area are the

Xiaodong River, the Taohua River, the Ningyuan River, the Nanxi River, and the Xiangsi

River.

I. Pollution of the Lijiang River

The Lijiang River is mainly supplemented by rain water. The difference of its water

level within the year can reach over Im, and that of its flow 160rn3/s to 250m3/s. During

December of the low water season (when the flow at all the sections is less than 56m3/s), the

pollution runoff ratio increases and the self purifying capacity of the river decreases. The

index of N03-N, NH3-N, and petroleum all exceed the standard. During July and August of

the normal water season, the water quality is the best. During May of the flood season, the

first storm washes large amount of city garbage and other pollutants into the rver, seriously

deteriorates the water quality of the Lijiang River. The generd water quality of the Lijiang

River is as follows:

Most index are within the standard value except that of coli and NHr-N in its upper

reaches (section above Dahe before it flows into the urban part).

The urban segment (Lushan Bridge to Jingpingshan) receives waste water from some

food processing industries and domestic sewage, and its tributaries flowing through the

urban part the Taohua River, the Xiaodong River, the Ningynan River and the Nanxi River

all flow into it. So the water body fro the section of Doujishan to that of Longmnen is a

segment seriously polluted by organism and N in the upper reaches of the Lijiang River.

The lower reaches (down the Jingpingshan Bridge) are mainly affected by industries

like power, tier making, and paper making. Besides it also receives water from the waste

water treating plants.

But the pollution down the section of Longmen is gradually reduced to reach the

standard of Grade II water at the Mopanshan.

2. Pollution of its tributaries

The Xiaodong River: mainly affected by irrigation water, waste water from food

processing industry, and domestic sewage. The water in its middle and lower reaches is

seriously polluted, looks black and gives out foul smells.

The Nanxi River: seriously polluted by industrial waste water. Coal dust has piled up at

the outlets into the Lijiang River, where the water is black and gives out very foul smells.The Ningyuan River: mainly polluted by industrial waste of pharnacy, food processing,

and dying and printing as well as domestic sewage. Its water body is also black and smelly.

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The Taohua River: mainly affected by irrigation water, part of industrial waste waterand domestic sewage. Its lower reaches and its outlet into the Lijiang River has obviousbiological pollution and pollution of petroleum and like.

The Xiangsi River: its water body is fairly good but has been polluted recently bytownship-run enterprises

8 10

4

2 yW0 ~~~~~~~~~~1991 1992 1993 1994 yCMr

1991 1992 1993 1994 Yea Xiaoongjiang River

Liiang River

a ~~~~~~~~~~~206- 154

2 0== D t

, 1991 1992 1993 19941991 192 1993 1994 Yew Taaw1jiang Riva

Linguan River

15 , ~~ ~ ~ ~~ ~ ~~ 6 t _BOD5

lo ; 4 = Nh3-N15 2.

0 1991 1992 1993 1994Year1991 1992 1993 1994 Y Xiangcijiang River

Nanxi River

Fig. 3-3 Trend of variance of pollutants in the Lijiang River and its tributaries3. pollution sources

(I) Discharge of industrial waste water

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The total amount of industrial waste water discharged from 1991 to 1994 reached 88.91

million tons, averaging 29.3667 million t/a, which contained 4,738t of pollutants, of which

1.094t was first class pollutants and metals.

(2) Amount of waste water received

The amount of waste water discharged into the trunk of the Lijiang River in 1991-94

reached 37.3062 million tons, averaging 9.3266 million tla.

Table 3.5.1 Water Quality of the Trunk of the Lijian River as Monitored

_____________ (1991-1994) unit: mg/L

Year 191 1992 1993 1994Aveage| Exceeding Avage Exceeding AVeae F3ceeding Averg Exceding

_______ value rate(%) value rate(%) value rate(%) value atc(%/*)pH 735 0.00 738 0.00 7.54 0.00 7.83 0.0SS 16.8 24.1 1.5 0.00 2.7 3.7 7.3 0.0Hardness (G) 3.84 0.00 3.91 0.00 3.18 0.0 0.71 0.0DO 6.13 38.9 5.9 40.7 6.9 18.5 6.0 54.2COD,& 2.30 0.00 2.0 0.00 1.9 3.7 1.9 0.0BOD, 1.44 5.60 1 1.90 1 0.0 0.9 0.0NH3-N 0.53 44.40 0.445 31.50 0.295 18.5 0.381 31.9N02-N 0.053 11.10 0.075 33.3 0.037 0.0 0.053 9.7NO,-N 0.68 0.00 0.68 0.0 0.53 0.0 0.64 0.0phenol 0.001 0.00 0.001 0.0 0.002 7.4 0.001 0.0CN' 0.002 0.00 0.002 0.0 0.002 0.0 0.002 0.0As 0.004 0.00 0.004 0.00 0.004 0.0 0.004 0.0Hg 0.00005 0.00 0.0005 0.0 0.00005 0.0 0.00005 0.0Cr' 0.002 0.00 0.002 0.0 0.002 0.0 0.002 0.0Pb 0.02 0.00 0.02 0.0 0.01 0.0 0.01 0.0Cd 0.002 0.00 0.002 0.0 0.001 0.0 0.00l 0.0oil 0.40 87.00 0.08 18.5 0.69 66.7 0.21 38.9Conductivity 7.1 - 13.52 - 10.67 - 14.37( p slcm) I_IColon 508 x lol 90.7 720 x l10 89.0 885 x 10j 98.0 1592 x 1 96.0bacillus(IlL).

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Table 3.5.2 Major Pollution Index and Pollution Composition

in the Lijiang River unit :mgILyear item Colon petroleum SS COD,, BOD, NO2 -N NH3-N

bacillus1991 exceeding rate(%) 90.7 87.0 24.1 0.0 5.6 11.10 44.4

pollution index(P.) 50.8 8.0 0.67 0.58 0.48 0.53 1.06pollution rate(%) 78.6 12.4 1.0 0.9 0.7 0.8 1.6type >5 4 2 2 1 1 3

1992 exceeding rae(I) 89.0 18.5 0.0 0.0 1.9 33.3 31.5pollution index(P1) 72.0 1.60 0.06 0.50 0.33 0.75 0.89pollution rate(/) 91.5 2.0 0.1 0.6 0.4 1.0 1.1type >5 4 1 1 1 2 2

1993 exceeding me(%) 98.0 66.7 3.7 3.7 0.0 0.0 18.5pollution index(P1) 88.5 13.8 0.11 0.48 0.33 0.37 0.59pollution rate(Y) 82.5 12.9 0.1 0.4 0.3 0.3 0.5type >5 5 1 1 1 1 2

1994 exceeding atWe-() 96.0 38.9 0.0 0.0 0.0 9.7 31.9pollution idex(P) 59.2 4.2 0.29 0.48 0.30 0.53 0.76pollution raze(%) 85.9 6.1 0.42 0.7 0.4 0.8 1.1type >5 4 I I I I 2

Table 3.5.3 Major Pollution Index and Pollution Compositionin the Xiaodong River unit :mg/L

year item Colon petroleum SS CODb BOD, N02-N NH3-Nbacillus __ _ _ _ _ _ _ _

1991 exceeding te(%) 89.0 66.7 0.0 0.0 8.3 0.0 41.7

pollution mdex(P1) 127 12A 0.77 0.58 0.53 0.44 1.03

pollution rate(?) 89.0 8.7 0.5 0.4 0.4 0.3 0.7

type >5 5 2 2 1 2 >5

1992 exceeding rate (%) 100.0 50.0 0.0 0.0 0.0 50.0 83.3

pollution index(P1) 16.0 6.4 0.04 0.47 0.50 0.90 1.45

pollution te(%) 62.1 24.8 0.2 2 2 3.3 5.6

type >5 4 1 2 I 3 >5

1993 cxceding rate(%) 100.0 75.0 0.0 0.0 0.0 8.3 16.7

pollution index(P;) 22.9 16.8 0.03 0.33 0.25 0.90 0.89pollution raile() 54.4 39.9 0.1 0.8 0.6 2.2 2.0

type >5 5 1 1 1 3 3

1994 exceeding rat/(o) 100.0 50.0 0.0 33.3 33.3 33.3 91.7

pollution index(Pi) 77.4 44.8 0.50 0.88 1.75 0.53 8.91

pollution rate(*%) 57.4 33.2 0.4 0.7 1.3 0.4 6.6

type >5 >5 2 3 4 2 >5

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Table 3.5.4 Major Pollution Index and Pollution Compositionin the Teohuajiang River unit:mgJL

year itan Colon peroleum SS COD,, BOD, NO-N NH3-N

bacillus

991 exceedingrte(%/) 100.0 88.9 0.0 0.0 11.1 11.1 38.9

pollution index(PJ) 62.4 12.8 0.66 0.53 0.25 0.35 0.42pollution mte(%) 79.1 16.2 0.8 0.7 0.3 0.4 0.5

t >5 5 2 2 1 1 2

1992 exceeding mte(%) 78.0 -33.3 0.0 0.0 0.0 16.7 16.7

pollution index(P;) 34.0 5.6 0.12 0.53 0.25 0.53 0.61

pollution rate(%) 78.8 13.0 0.3 1.2 0.6 1.2 1.4

_ typc >5 4 1 2 1 2 3

993 exceding rtc(%) 100.0 66.7 0.0 0.0 0.0 0.0 16.7

pollution index(Pi) 51.5 22.2 0.08 0.5 0.25 0.32 0.61

pollution rte(%) 67.3 29.0 0.1 0.7 0.3 0.4 0.8

type >5 >5 1 2 I 1 3

1994 exceeding rate(%) 100.0 38.9 11.1 16.7 11.1 16.7 44.4

pollution index(P ) 30.9 3.6 0.50 0.52 0.38 0.43 0.57

pollution rate(%) 81.4 95 1.3 1.4 1.0 1.1 1.5

type >5 4 2 2 _ 2 3

Table 3. Major Pollution Index and PoRution Compositionin the Ningyua River unit:mgAL

year item Colon peroleum SS COD,& BODE N02-N NHrNI ____________ _ L bacillus

"991 exceeding rate(%) 100.0 100.0 0.0 16.7 0.0 0.0 0.0potlution index(P,) 191 19.0 0.66 0.92 1.3 0.82 1.75pollution ae(%) 88.6 8.9 0.3 0.4 0.6 0.4 0.8tyPe >5 5 2 3 4 3 >5

1992 exceeding rate(%) 100.A 66.7 0.0 83.3 83.3 0.0 100.0pollufion index(P.) 238 92.6 0.40 2.0 4.5 0.28 5.86pollution mate(%A) 69.2 26.9 0.1 0.6 1.3 0.1 1.8type >5 >5 2 >5 >5 1 >5

1993 exceeding ratc(%) 100.0 100.0 0.0 66.7 100.0 0.0 83.3pollution index(P1) 202 71.0 0.12 1.25 3.5 0.23 3.14pollution rate(%e) 71.8 25.2 0.1 0.5 1.2 6.1 1.1type >5 >5 1 4 >5 I >5

1994 exceeding rate(%) 100.0 50.0 33.3 33.3 83.3 16.7 100.0pollution index(P;) 238 16.2 0.62 1.13 1.8 0.31 2.64pollution mtr(ly) 91.3 6.2 0.2 04 0.7 0.1 1.1type >5 5 2 4 5 1 >5

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Table 3.5.6 Major Pollution Index and Pollution Compositionin the Nanxi River unit:mg/L

year item Colon petroleum SS COD,, BOD, NO,-N NHr-N

bacillus _ _

1991 exceeding rate(%) 100.0 100.0 0.0 66.7 83.3 0.0 100.0

pollution index(P;) 238 35.2 1.02 0.96 1.92 0.21 3.54

pollution ate(%) 84.7 12.5 0.4 0.3 0.7 0.1 1.3

type >5 >5 4 3 5 1 >5

1992 exceeding rate(%) 100.0 66.7 0.0 50.0 66.7 0.0 100.0

pollution index(P,) 238 59.4 0.22 1.45 3.75 0.29 3.83

pollution rate(Yo) 77.5 19.4 0.1 0.5 1.2 0.1 12

type >5 >5 1 5 >5 1 >5

1993 exceeding rate(ff) 100.0 100.0 0.0 33.3 83.3 0.0 83.3

pollution index(P,) 202 53.0 0.08 1.10 3.75 0.22 3.54

pollution mte(Y.) 76.6 19.8 0.1 0.5 1.5 0.1 1.4

type >5 >5 1 4 >5 1 >5

1994 exceeding rate(%) 100.0 66.7 0.0 66.7 100.0 16.7 100.0

pollution indyex) 238 10.2 0.46 0.82 125 0.39 2.08

pollution rwte() 94.0 4.0 0.2 0.3 0.5 0.2 0.8

>5 5 2 3 4 1 >5

Table 3.5.7 Major Pollution Index and Pollution Compositionin the Xiangsijiang River unit: mgIL

year item Colon petroleum SS COD,, BOD, NO,-N NHF-Nbacillus SS _

1991 exceeding rate(%) 100.0 66.7 0.0 0.0 0.0 0.0 0.0pollution index(Pi) 2.33 6.60 0.17 0.40 0.2S 0.11 0.25pollution rate%) 19.8 56.0 1.4 3.4 2.1 1.0 2.1type >5 4 I 2 1 1 1

1992 exceeding rate(%) 100.0 16.7 . 0.0 0.0 0.0 0.0 0.0pollution index(P,) 9.52 2.60 0.07 0.35 0.25 0.28 0.27pollution rte(%) 68.0 18.6 0.5 2.5 1.8 2.0 1.9type >5 4 I 2 1 1 2

1993 cxceeding ratc(%) 100.0 66.7 0.0 0.0 0.0 0.0 16.7pollution index(P,) 13.1 20.20 0.17 0.35 0.25 0.25 0.35pollution rate(%) 36.4 56.2 0.5 1.0 0.7 0.7 1.0type >5 >5 1 2 1 1 2

1994 cxceeding rate(Y) 66.7 33.3 10.7 0.0 0.0 33.3 16.7pollution index(Pi) 1.64 2.0 0.47 0.42 0.25 0.41 0.25pollution ate(/%) 24.5 29.5 7.0 6.2 3.7 6.2 3.7type >5 4 2 2 1 2 1

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4. Assessment result and its analysis

Lijiang River

The above data show that the present water quality of the Lijiang River is good, most

index are within the standard of Grade II surface water environment, up to the requirement

of fit class protected water, that is concentrated drinking water sources and for the

protection of rare fish species. But certain items such as coli and petroleum exceeded the

standard in 1991-94; DO is a little too low. And that of NHrN exceeded the standard of

Grade II water by a big margin.

Its tributaries

Field monitoring found that the water quality of Its tributaries the Taohua River, the

Xiaodong River, the Ningyuan River and the Nanxi River basically exceed the standard for

Grade Ill water, and it is deteriorating along with the development of pollution. For example,

the index of coli and petroleum exceed the standard for Glade m water in 1991-94. In

Xisodong River in 1993 only three items exceeded the standard, but it increased to 5 items in

1994. They are coli petroleum, NHrN, DO, and BOD. The values of coli, petroleum,

CODa,l BOD, NO-N and NHrN all exceeding the standard by over 33.3%.

The main pollutants in the Taohua River are coli and petroleum. The values of both

item exceeded the standard for Grade II water in 1991-94. In 1994, the standard-exceeding

ratio of DO, NHrN, CODMn, BOD, NO2-N, and SS all ineased in 1994.

More items exceeded the standard in the Ningyuan River, including coli, petroleum, DO,

CODm, BOD, NH3-N, all by a big margin. Standard exceeding ratio afker 1992 were all over

33.3%. Those of SS and N02-N increased from 0.0Yo in 1991-92 to 33.3% and 16.7%.

Item exceeding the standard in the Nanxi River in 1991-94 included coli, petroleum,

CODm, BOD, NHrN, and SS, all exceeding by over 33.3/ except that of SS.

Major pollutants in the Xiangsi River were coli and petroleum in 1991-94, all exceeding A

the standard for Grade III water. Standard exceeding ratio of SS, NH3-N, and N02-N

increased in 1994 as compared with those in 1991.

It can thus be seen that the water of rivers in Guilin City is mainly polluted by

petroleum and organic matters. Major pollutants include coli, petroleum, NH3-N, NOrN, and

BOD. It proves that the increase of waste water discharged is the most important factor

affecting the water quality...1

Trend of the change of water qualit

Fig. 3-3 reveals that the water quality of the Lijiang River has basically remained at the

same level, with little variance in the 4 years. The water quality of the Xiangsi River didn't

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vary much, but worse in 1994 than in 1991, yet still fairly clean. The Nanxi River and the

Ningyuan River are seriously polluted, but the situation improved a little than in 1992 and

1993. The water quality of the Xiaodong River and the Taohua River has been deteriorating

rapidly, with their pollution index values increasing, and the content of DO decreased to

2mglL. This deserves much attention.

3.6 Environmental quality of ground water (1991-94)

1 Ground water in Guilin City is of three types: karst water, pore water, and crevice water.

Karst water is the major type of ground water in Guilin City, which is widely

distributed, occupying 76.0% of the area of the basin. Pore water is main distributed in the

alluvial terraces along the banks of the Lijiang River and the front proluvial fans. The pore

water in the alluvial stratum is mainly stored in the pores of sand pebble staum, at 10-30m

thick with abundant water, forming one of the major water sources. Crvice water in

basement is mainly distributed around the Yaoshan Mountains in its northeast and Huachun

Village in its south. As its amount is small, it cannot be used as water source.

2. Chemical composition of ground water: It mainly belongs to HCO3-Ca type with a

mineralization of 100-350mg/L and the pH value of 6.5-8, total hardness 4-16.8 German

degrees, and tempeature 16-22'C..

3. Major pollutants in ground water. NO02-N. NV-N, NO3-N, MnW, T-Fe and phenol

followed by COD, Total hardness, Hg, pH, Cd and Zn.

4. Analysis on the result of the assessment

9 items exceeded the standard in 1991: pH, total hardness, COD, NHr-N, NO-N, NO3-

N, T Fe, Mn, and volatile phenol; 9 items exceeded the standard in 1992: pH, COD, NH3-N,

N02 -N, NOrN, Hg, T Fe, Mn, and volatile phenol; II items exceeded the standard in 1991:

Cd and Zn; 7 items exceeded the standard in 1994: pH, total hardness, NHrN, NOrN, NO3-

N, T Fe and Mn.

The total area of good and fairly god underground water in the surveyed area was

270km2 in 1991, accounting for 901%/e of the total; 279km2 during high water season and

277km2 in low water season in 1992, respectively accounting for 93% and 92%/o of the total;

286.4km2 during high water season and 288.9km2 in low water season in 1992, respectively

accounting for 95.A% and 96.3% of the total; 292.8km2 in 1994, accounting for 97.6% of the

total. The area of fairly poor underground water in 1994 was 72km2 accounting for 2.4% of

the total, mainly distributed in: a)along Wucheng-Ximen Rice Flour Mill-brewery; b) along

No.3 Pharmaceutical Factory-Wanfutan Dairy, with a polluted area of 2km2; and c)Yaotou

area.

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3.7 Solid waste matters

3. 7.) Domestic refuse produced in the city

Domestic garbage mnainly consists of organic matters, inorganic matters (broken bricks,stove dregs, and dirt) and retrievable matters. Along with the rising of people's standard ofliving and the popularization of liquefied gas, inorganic mattr s remarkably reduced whilethe proportion of organic matters and retrievable matters increased in the 90's as comparedwiti in the 80's.

The total amount of refuse produced was lO0,OOt in 1991, of which .43,000t wastreated to be harmless; 124,000t in 1992, of which 109,500t was btnsported away and40,000t treated to be harmless; 131 OOOt in 1993, of which 120,000t was transported awayand 65,000t treated to be harmless.

3.7.2 Environmental polution cowed by solid wastes

Industrial solid waste in Guilin City is mainly of stove dredge and flash, plus some sideproducts and tailings reduced through production process. There is no radioactive dredge.Because the adoption of the policy of comprehensive udlization, industrial waste maters inGuilin City was well handled and under good management

Impact of solid waste in Guilin is mainly caused by domestic refuse. Because thecapacity of harnless treatment is far from enough, its pollution to water, soil, and theatmosphere is becoming more and more outstanding. Lack of transporting capacity andtransit stations worsens the environment of living quwters of the city inhabitants. Besides,the rapid development of small restaurants increased much garbage, which is not timelytreated and is causing many cases of foul smiells.

3. 7.3 Industrial solid wastes

Most of industrial solid waste maters is put into' comprehensive utilization, and theremaining part-mostly tailings and flash-is stored or buried, causing certain harnness tounderground water and farm plants nearby.

3.8 Atmospheric environmental quality

3.8.1 Pollution of the xamosphere

Atmospheric pollution in Guilin City is of coal smoke tpe, mainly caused by smokedischarged by factories, hotels, restaurants and stoves of city inhabitants. Major pollutants

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include SO2, NOx and TSP. Coal is the main energy source in Guilin, the urban areas of the

city consumed 3,998,000t of coal in 1991-94, averaging 999,5O0tWa, of which 168,800tWa was

for domestic use and 830,08Wtla for industrial use. There are 14 major coal consumers in

Guilin, like the Guilin Power Station, which on the average consumed 419,500t of coal in

1991-94, accounting for 50.5% of the total amnount of coal consumed by industries.

3.8.2 Amount of waste gas discharged by industries

Major coal consumers discharged 9,176.65 million normal m3 of industrial waste gas in

1991-94, averaging 2,294.16 million Nm3, which contained 18,917tta of SO2 4,259t/a of

smoke dust, and 3816t/a of NOx.

3.8.3 Atmospheric environmental quality

The averge daily maximum concentration of SO2 in 1991-94 was 0.221-0.447mg/Nm3,

exceeding the standard for Grade I atmosphere by 10.05-2135 times; the average daily value

was 0.024-0.085mg/Nm3. exceeding the standard for Grade I atmosphere by 0.2-3.25 times.

The aveaage daily maximum concentraion of NOx in 1991-94 was 0.054-0.129mg/Nm3,

exceeding the standard for Grade I atmosphere by 0.08-1.58 times; the avenrge daily value

was 0.015-0.024mg/Nm3, not exceeding the standard for Grade I atmosphere.

The average daily maximnum concentration of TSP in 1991-94 was 0A80-0.720mg(Nm3,

exceeding the standard for Grade II atmosphere by 1.6-2.4 times; the average daily value

was 0.146-0.480mg/Nm3, not exceeding the standard for Grade II atmosphere.

In all, in 1991-94, the average total pollution load of SO2 was the highest, accounting

for 62.93%, followed by TSP and NOx. So SO. is the most important pollutants affecting the

atmospheric environment of Guilin City. The above figures show that the average

concentrations of the three items decreased as compared with previous years. But viewed

from the coefficient of pollution load, that of TSP rose from 0.207 in 1991 to 0.392 in 1994;

that of S02 showed a tendency of decrease, dropping from 0.718 in 1991 to 0.486 in 1994.

This was the result of the increase of coal consumption, construction projects and vehicles.

3.9 Acoustic environmental quality

3.9.1 Acoustic environmental quality of Guilin City

Environmental noise sources in Guilin are from traffic, daily life, industry, construction,

and other noise, of which traffic and daily life are the main ones.

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the total length of road where equivalent noise intensity exceeded 7OdB(A) in 1991 to

1994 was respectively 43.5kmn, 43.7kn, 47.84km, and 44.83hn, all taking up more than 78%

of the total length of roads, the highest reached 86.7%.

The area where the average equivalent noise intensity exceeded 7OdB(A) during

daytime in 1991, 1993, and 1994 respectively accounted for 15.2%, 16.49%, and 8.06%; that

exceeding 6OdB(A) respectively 45%, 52.02%, and 39.51%; that exceeding 55dB(A)

respectively 67.8%/o, 74.6%, and 68.95%.

3.9.2 Acoustic environmental quality ofthe Guilin Prefecture

Investigation over 21 tunk roads in the counties of the prefecture found 13 of them had

a flow of more than 1001h vehicle, of which the ones in Lingchuan, Lipu and from

Gongcheng Segment Factory to the bus station, where the flow was over 300/h, with the

maximum of 6541h. The noise intensity in 9 trunk roads exceeded the controlled vale by

0.19-3.3dB(A). That of the other 12 roads was within but very near the controlled value.

Though the traffic flow in most roads was not very high, the poor function of the roads, not

separatng motored and non-motored vehicles caused much confusion. Some roads don'thave pavement and where traffic is in still poorer order. This is the main factor for tffic

noise.

3.10 Monitoring over existing environment of the area involved in the project

3.10.1 Environmental qualit around the Rong-sha Lake

1. existing surface water quality

The project involves the project to replenish water for the Rong-Sha lake, the project to

draw water from the Wuzhouba of the Lijiang River, and the water pass the cannel to the

Rong-Sha lake, discharge to the Lijiang River on the point 300m far from the Proboscis

Mountain.

(1) Distribution of monitoring point

There are 16 monitoring points, 6 monitoring points on lakes, 7 points on the Lijiang

River and 3 points on the canal (see Fig. 3-4).

(2) Items monitored and analyzed

pH, SS, DO, CODm,, BOD5, CODc,. NH3-N,, TN, TP, Hg, phenol, Cr', CN, oil, Colon

bacillus, smell, Chia, Transparency and color degree.

(3) Standard for assessment

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AM

IV~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~'

o _ _ _ _ _ _ _ _ _ _ _

3-10 i

A1 A;I T. -' t a 1 33

K ZZ1;. 1 £-t.AEiS#

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.

!

7~ ~~~~~ / '--

d200 L=lISOm CO sl q M3/S 0 t/ j / 1

/Nwi~~~~~~~~~~ / * . .

rain~~ di _seharge pipeline *' , 0/

Q-4~ ~ ~~~~~I -

*t lake quA ipln

d20 Ln15OmL=50 \> ;7z

Tao*uajiaTig pomping ptation t a

NoeZmunnnqu sewage pipeline

010'f L= 350m

TSP monitoring pointNoise monitorhig point

A Wower and sediment monitoring point /

Fig 34Monitoring Point of the Rong-Sha Lakes treating Project

- 34 -

-1

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Tbe assessment was carried out according to the standard for Grade II for the Lijiang

River and Grade III for the Lakes set in document GB3838-88 "Surface Water

Environmental Quality Standard". See table 3.10.1 for the analysis of results monitored.

Table 3.10.1 Environmental Quality of the Project to Replenish Waterto the Rong-Sha Lake as monitored

Water bodies monitoring point comprhensive pollution pollutantpollution mdcx (P) load ratio(%)

replenishment project open cannel 0.64 2.03 lighly polluted

t3uihu Lake inlet 4.55 18.66 seriously pollutedcenter 3.14 17.44 seriously polluted

Ronghu Lake inlet on Shangronghu lake 3.19 17.48 seriously pollutedcenter on Shangrngbu lake 2.84 3.93 seriously pollutedcenter on Xiaronghu lake 2.34 7.91 seriously polluted

Shahe Lake inlet 2.22 7.81 seriously pollutdcentcr - 2.5 8.05 seiously pollutedoudet 2.5 7.62 sriously poluted

the Lijisng Rive inlet of water of the lake 0.93 1.83 mediums pollutedlift of the Lijiang Theae 0.4 0.53 lightly pollutedcenter of the Lijiang heater 0.43 0.96 lightly polutedright of the Lijiang Theat 0.57 1.08 lightly pollutedlift of the Proboscis Mount 0.48 1.00 lightly pollutedcenter of the Proboscis Mouoit 0.57 1.53 lightly polluted

right of the Proboscis Mount 0.77 2.14 mediums polluted

Table 3.10.2 TSI Index of the Ronghn Lake and Shahe lakeinlet of Lake Guihu center of Lake Guihu inlet of Lake center of Shangronghu lake

TSI (Chia) 50.75 57.94 60.01 34.91

TSI (SD) 80.17 81.03 77.48 73.40

TSI (Z) 130.92 138.96 137.49 128.31

center of Lake Ronghu inlet of Lake Shahe center of Lake Shahe outlet of Lake Shahe

TSI (Chia) 58.03 5820 SS.77 58.70TSI (SD) 70.36 67.58 66.45 67.58

TSI (:) 128.39 125.78 122.22 126.28

The above data show that the supplying water quality on open cannel from the Lijiang

River is lightly polluted. The items of coli petroleum and TN exceed the standard of Grade

II surface water environment, and the exceeding time respectively 22.8, 2.8 and 2.04.

* At present, The lakes of Ronghu lake, Guihu lake and Shahu lake is seriously polluted.

The major items is coli, petroleum, TP, TN, NHrN, BOD,, DO exceed the standard of Grade

IV or V surface water environment, In particular the inlet of Lake Guihu, the oil, TP, TN,

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NH3-N and coli are seriously polluted, the values respectively 36, 17.88, 12.22, 9.1 and 23.

The pollution of the lakes is basically of the following order: the Guihu Lake> the Ronghu

Lake>the Shahu Lake.

* The assessment result show that The right dike on the section of the Lijiang River(the

part of Guilin City center) is been polluted serious than the center and the lift dikes. The

water quality of Lijiang River on upstream (the Lijiang theater) is finer than on downstream

(the Proboscis Mountain).

* The TSI index (using Calson method) declared that the lakes all are eutrophic state,with TSI(Z) of 125 to 140.

The water quality of project area is polluted seriously on lakes, the water of cannel is

lightly polluted, the water of outlet of the Lake Shahu has threatened the section of Proboscis

Mountain..

2. existing ground water quality

(1) Distribution of observing wells over ground water

There are three observation wells near the lakes, in the Laocangxiang, Xiaojinxiang and

Lijiang theater .

There are three observation well near the Chongko refuse landfill too, 2 monitoringwells is drilling well and 1 spring in the reservoir area

(2) Items monitored and analyzed

BODs, COD, As, Pb, Cd, Hg, Cr', Cu Zn, Mn, pH, NHr-N, T-N, NO-N, and NO3-N.

(3)Monitored result and analysis

a)Monitored result

"GB5749-85 Hygienic Standard for Drinking Water" and standard for Grade II set in

"BG/T14848-93 Standard for Ground Water Quality".

The result shows that except the values of pH in the spring in the reservoir area, all the

other items were within the standard fro drinking water.

3. Existing atmospheric environment

To compare with the Grade II standard set in document GB3095-82 "Atmospheric

Environmental Standard".

36_. .

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Table 3.103 Monitoring Result of the TSP of the Atmospheric Environment

unit: mg/m3

Monitoring point 13th 14th ISth 16th 17th Avemage (S days)

I Guihu Hotel 0.04 0.07 0.39 0.35 0.5 0.27

2 Medical College 0.04 0.10 035 0.19 0.48 0.23

3 Ronghu Hotel 0.09 0.11 0.51 0.68 1.19 0.52

4 the procurator' office 0.15 0.27 0.48 0.56 0.89 0.47

S Lijiang Hotel 0.26 0.20 0.28 0.41 0.32 0.29

6 City environmental monitoring station 0.39 0.38 0.30 10.0 1.21 0.56

7 Yongsba Hotel 0.29 0.38 0.30 0.50 1.21 0.56

8 Long-uanping road 0.19 0.30 0.55 0.59 0.89 D.S0

Table 3.10.4 Assessment Result of TSP of the Project Area

Monitoring range poltu tion index exceeding exceding

point ng/rn3 13th 14th 15th 16th 17th times rate(%)

Guihu Hotel o.04-0.05 0.13 02 1.30 1.17 1.67 0.67 60

Medical College 0.04.0.48 0.13 0.33 1.17 0.63 1.60 0.60 40

Ronghu Hotel 0.09.1.09 .0.30 0.37 |1.70 2.27 3.97 2.97 60

the procurator' office 0.150.89 0.50 0. 1.60 I1.87 2.97 1.97 60

Lijiang Hotel 0.16.0.90 0.63 0.53 0.97 1,.50 3.00 2.00 40

City envirmnmental monitoring sttion 0.20.0.41 087 0.67 0.93 1.37 1.07 0.37 40

Yongsha Hotel 0.30-1.21 1.30 1.27 1.00 1.67 4.03 3.03 80

Longcuaping road A0.190.89 0.63 1.00 1.83 1.97 2.97 1.97 60

Ci) The values of TSP at all the monitored pints in the area of the Rong-Sha lake treating

project in the urban part of Guilin City all exceeded the standard sometimes, with the

maximum time for 3.03, Maximum exceeding rate for 80Y%, the most serious being at

Yongsha Hotel. The maximum value monitored far higher than the value monitored from

routing monitoring value (1991-1994).

CD The polluted index less than o.50 is 15%, 0.5-1.00 is 30%/o and more than 1.00 is

55% on the 8 monitoring point.

4. Existing noise environment

(1). Monitoring and assessment of existing atmospheric environmental quality

a. Distribution of monitoring point

Machines used in dredging the sediment and laying pipeline and transporting vehicles

will surely produce noise to affect people's life nearby, so the construction site are chosen as

the background acoustic environment. The monitoring points are arranged by the grid point

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method with key point at highly sensitive area and road cross. altogether 17 monitoringpoints were chosen (see Fig 3-5).

b. Standard and method of assessmentThe monitoring method was carried out according to document GB/T14623-93 'Urban

Area Environmental Noise Monitoring Methods and "Noise for Industrial Enterprise Noisesurveying"

The standard for Type II for urban part and Type IV for transportation set in BG3096-93 "Urban Area Enviromental Standard" were used,. The equivalent noise level arerespectively 6OdB(A) and 70 B(A), duing day time and 50 B(A) and 55 B(A) at night time.

c. result for monitoring and analysis.See table 3.10.5 for the results of assessment. The results show that the six points for

trffic noise monitored all exceeded the noise standard at day time and night time. Thetrffic flow value are 2100-2900 /day, at 9#, 10# and I # monitoring points. The center ofGuilin City has busy traffic and noise pollution was seiously.

The environmental noise monitoring points is within standard at three points, the twopoints {5# and 6#) exceeded the noise standard, with Leq respectively 66.1 and 61 dB(A) theexceeding rte for 400%.

Table 3.10.5 The results of monitoring of the noise on the project arunit :dB(A)

monitoring point ustndard mlsult monitored nslt compaed_ _ _ _ _ _ _ _ _ _ ~~~~~~~ ~ ~~~(Leq)__

I tbe ad front of Guihu Hotel (trffic) 70 71.7 1.7

2 Guihu restuaant (environment) 60 59.0 -1.0

3 Work Store by Guihu lake (envuonment) 60 S43 -5.7

4 Right of North gae of Guihu Hotel (traffic) 70 75.4 .+5.4

5 RightofConsmuction Bureau (environment) 60 66.1 46.1

6 right wall of Logistics Dqertment (environmct) 60 61.0 +1.0

7 road cross ncar Young League committee (traffic) 70 74.8 +4.8

8 the NE wall of oil person univarsity (environment) 60 53.7 -6.3

9 road on the gate Xinhua book shopping (traffic) 70 73.7 +3.7

10 the road near Jingui Hotel (traffic) 70 74.3 +4.3

I I road cross of Longchuanpin 70 73.8 +3.8

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.1~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~W

iBer~~~~~~~~~~Dogl wDusttsu pbng Su -}2t

._ pbnt - ~ 3. J .i#xia

. 2go ' sJS * *\' )aX

L,mgchuanping watersupplyig Plat } gg

Ha fannbndW" szwaw ssupplyingpht

. . ~~~~~~~~Ton Wy u

We X CuS cl~~~~~~~ 1 2 (M -tQrcenzhcn

F Fig 3- 6Location of Water Supplying Plant, Guilin City

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4. Predicted Environmental Impact and Controlling Measures

4.1 Recognition and screening of environmental affecting factors to be assessed

4.1.1 PuwposeFactors affecting the environment at different stages and their degrees were studied

according to the characteristics of the project if comprehensive enviromnent treatment of the

Lijiang River and major environmental problems which might appear during the construction

and operation of the project were screened out to be used as basis for key assessment.

4.1.2 Method of screening

The matrix method was used in the assessment

4.1.3 Result of screeningThe result of the screening of the factors affecting the environment during the

construction and operation of the project was listed in Table 4.1.1.

1. Major environmental problems and affecting factors

(I)Raised dust, noise, and foul smell during the construction will affect the atmospheric

quality and people's life, especially problem of sediment polluted.

(2) The discharging water of into lake will affect the Rong-Sha lake and the water of out

lake will affect

It can be seen from Table 4.1.1 that the impact during the operation of the project will

be mainly positive while its impact during the constuction will be mainly negative. Negative

impact are manifested through the impact of construction noise to the scoustic environment

and the impact of raised dust on the atmospheric environment, and the impact of

transportation vehicles on the citys traffic. As the construction sites of the laying of waste

water pipelines will in the downtown area of the city, the impact will be quite serious. The

project of replenishing water from the Lijiang River will occupy much land, causing much

impact on the vegetation, land utilization, and tourist scenarios.

4.2 Analysis of environmental impact

4.2.1 Characteristics of environmental impact

The Lijiang comprehensive treatment project has positive and negative, long term and

short term, reversible and irreversible, and local and extensive impact. See Table 4.2.1 for

40

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t 4-1 "gtI i* Ft21

t ~ ~~~~ 4t St f /a i r s1e J i t e"

-f "tE _ _1 _1 _l _1 -l 1 +1 _1 I8 _l + -1 -1-1 0

-1 -2 -2 -2 -2 -2 +1 -_ -I -2 +1 -2 I-2 -18

-:-t * _ _1 -i _-_1 -1 _ _ +1 -1 +1 -1 X-

-- _ -2-2-_-- __ -2 . _

-2 -2 -2 - - _ -- -1 2 -7

-2 -2 +1 -2 -1 +1 -1 -7-R*-1 -2 --

-2 -4 10 - -4 -2 - _7 _4 4

-24 -13 -ii -14

Jk*4-1_

m"*s~ ~ ~ ~~~~~~~~~~~~i 'At$$ 4,1 i*

fStit -2 +3 +1 _ +1 , -2 1 |+31

*14 +13 *3 422~~~~~~~~+2+1

+3 +1 .+ +3 2 . +1 _+2 |+ t2 1 |3 +24S^* ~+2 _ _ +2-- _ +

.K.~~ 1 +2t +---r +1

+t 4 +8gF2 .+F +6 +4 +e2 +F1 +2 +3+7 _ +4 1+2 1+6

+14 ~~+13 +3 +22

41

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the result of analysis. Negative impact is basically during the construction of the project, of

short tenn, reversible and local, while positive impact is basically during its operation, of

long term and extensive. So after the project is completed and put into operation the major

impact will be favorable, though there will be local unfavorable impact.

Table 4.2.1 Analysis of the Environmental Impact of theRong-Sha Lake Treatment Project _

- ~Negative irnpact -Positivemimpac -

consiuct- opera- rever- irever- local wide construc- opera- ilocal widetion tion sive sive tion tion

Cwudwatequality V VVV V

Surcwow_quity _ ___ _/ _

Ana.here uvquvty V v_Xq -4 v v - v v v

Noise nviroamemt V V VV

U,bmeeology % __ V

City LWascape V VV V V

Aquaic col1g V VV

For vege v v

and_use V_ V

Wamc supp" quality V V

rraspotatio VV __V -

Soca mcn_my V V_

Heiandt V v _ v V

Livbig sanda_d V v_v_v

RccFeation V v v _

Aesehvic =d-ousm V

4.3 Prediction on the project's environmental effect during its construction

4.3. 1 prediction on the project's environmental effect during its construction of the project of

the Rong-Sha lake treating project

A the construction of the project will last a quite long timne and number of construction

machines and vehicles for transpiation will be used, plus the large quantity of polluted=

sediment, earth to be back filled and castaway as well as temporarily piled up construction

materials, problems like consuctuon noise, raise dust, foul smell, secondary pollution,

42

4.3. preictin onthepojec 's nvirnmenal efectdurig it contrucion ftherojet o

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traffic blockage, and interruption of ecosystem and city landscape will have negative impacton the environment and cause much inconvenience to people's life and the environment.1. Analysis on the enviromnental impact of the dredging of sediment on the lake bottom

It is estimated that about 184,000m3 of sediment has be dug up during the construction

of the project, of which large quantities of pollutants will accumulate. Thus the cleaning away,

transportation and disposal of the sediment will have certain impact on the environment.

a. Physical and chemical properties of sediment and major pollutants it contained

* Organic content in sediment of the lakes

Table 4.3.1 list the organic content of the 9 samples of sediment taken from the lakes.

Table 4.3.1 Organic content in the sediment of the three lakesNo. monitoring point Organic content (N)2# inlet of the Guihu lake 10.87

3# center of tie Guihu Lake 12.96

4# inletoftheShangronghulake 7.04

5# cetr of ie Sbangoighu lake 6.686# center of the Xiaronghu lake 3.25

7# inlet of the Shahu lake 12.82

8# center of the Shahu lake 3.419# outlet of the Shahu lake 7.68

* Content of heavy metals , As and mineral oil in sedimentAs the three lakes have been receiving waste water from domestic sewage and industrial

waste water, a certain quantities of heavy meter, As and mineral oil have entered the

sediment through exchange with the lake water (table 4.3.2).

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Table 432 Content of heavy metal and oil on the sediment of the three lakes

location As oil Cr Zn Pb Hg water(/0)

inkt of the Guihu lake 27.1 2180 56.8 482.7 279.6 0.1324 4.57

centerof the Guihu Lake 25.2 3015 80.2 597.7 164.9 0.1122 5.36

Wlet of the Shangronghu lake 18.5 1161 48.3 181.1 166.9 0.3158 3.58

center of the Shangronghu lake 15.9 505 60A 283.6 199.5 0.4236 4.62

center of the Xiaroogu lake 8A 965 36.5 176.3 93.1 0.3150 1.93

inlet of the Shabu lake 31.6 1489 67.1 752.3 381.8 0.2348 3.33

center of the Sbahu lake 22.3 395 61.8 330.3 330.3 0.5044 428

outlt of ft Shahu lake 23.1 1017 47.4 256.1 126.6 0.1772 1.95

* Analysis of the potential ecological risk of heavy metoals in the sediment

1. Index of potential bannfulness to the ecosystom caused by heavy metals deposited in

the sediment

In order to give a quantitative analysis of such risk, the potential ecological risk indeX

used by the Swedish National Environmental Protection Agency and Lars Hakanson of the

Pusala water quality laboratory was used in the study.

Potential ecological risk (thereby refereed to as RI) is controlled and affected by the

following factors:

a. Concentration of heavy metals deposited in the surfice layer. he value of RI of lakes

sediment with the increase of heavy metal pollution in the surface layer,

b. Number of the kinds of heavy metals. The more kinds of heavy metals the bottom clay

contains, the higher goes the RI value.

c. Toxicity of heavy metals. Heavy metals with higher toxicity will cause higher RI

value.

d. 'he water body's sensitivity to heavy metal pollution. Water bodies more sensitive to

heavy metal pollution have higher RI value.

II. Method used for the calculation of potential harmful index (RI value).

a. The determination of the single factor of contamination (CJf),Clr C,-,,j I Cf

Cif- pollution coefficient of a certain heavy metal

Oi,,f. - concentration of that heavy metal measured at the surface layer of the sediment

C- reference value needed for calculation

b. The degree of heavy metal contamination (Cd) is the sum of many heavy metal

coefficient:

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nCd I C;f

i = l

c. The toxic response factor, or Tr value, can be used to show the toxic degree of heavymetals and the sensitivity of the water body to heavy metal pollution.

d. The potential ecological risk factor of a certain heavy metal, or the F, value isdetermined in the following way:

Es = 7" - C'

e. The potential ecological risk index of many heavy metals in the sediment, or the RIvalue is determined in this way:

By summing up the above we can get the following equation:

R1- E f = 4 f Clf =vf f *C;ac 'C

The determination of index used in the assessmenta. Concentmtion of heavy metals in the surface layer of sediment

The value used was the one actually measured.b. Reference values used in the calculation

There are highest background value of earth before the industrialization were used asthe reference value for calculation.

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Table 4.33 Maximum Background Values of Heavy Metals before Industrializationunit: ppm

Pb lZn Cr lAs jHg

70 175 90 15 0.25

*. Heavy metals assessed

Toxic heavy metals Hg, As, Pb, Zn, and Cr were used in this assessment.

*. Toxicity coefficient of heavy metals

Heavy metals toxic coefficient provide information on heavy metal' harnfulness to

human beings and the aquatic ecosystem. The sequence is like this: water-sediment-

organism - fish-human body. The problem can be discussed from many angles. We mainly

proceed from the "principle of element abundance" and "element releasing intensity" raised

by Hakanson. That is to say, the toxicity of a certain heavy metal is related to its intensity of

release, the easier a metal releases, the more toxic it is. Processing of a series of data finds

out the order of the toxicity of the above five metals is: Hg > As > Pb >Cr > Zn. The

standard processing of their toxic efficient determines their value as respectively: Hg=40,

As=10, Pb=S, Cr-2, Zn=l.

See the following tables for the results of calculation.

Table 4.3.4 Potential Ecological Risk Factor

Pb iZn Icr IAS Hg5 12 10 40

*. The division between the harmfulness to ecological system of heavy metal in sediment,

eclogical risk index, and degree of contamination and the relation between ecological risk

index Ef:

E, <25-light ecological risk

25< E, <50-medium ecological risk

5o<EJ, <100-serious ecological risk

100< EJ <200-very serious ecological risk

E, >200-extremely serious ecological risk

The relation between potential ecological risk index RI and degree of contamination:

Rl<95-light ecological risk

95<RI<190-medium ecological risk

190<RI<380-serious ecological riskRI>380-very serious ecological risk

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J

Table 43.5 Values Calculated against the HighestBackground Values before Industrialization

Sample Location E'

__ As lHg Pb Zn Cr

inlet of the Guihu lake 18.1 21.2 19.95 2.76 1.26 63

center ofthe Guihu Lake 16.8 18.0 11.80 3.43 1.78 115

inlet of the Shangronghu lake 12.3 50.4 11.90 1.03 1.08 77

center of the Shangronghu lake 10.6 67.6 14.25 1.62 1.34 95

center of the Xiaronghu lake 5.6 50.4 6.25 1.01 0.82 64

inlet of the Shahu lke 21.1 37.6 27.25 4.30 1.50 92

center ofthe Shahu [Ae 14.9 80.8 23.60 1.89 1.38 109

outlet of the Shahu lake 15.4 28.4 9.05 1.46 1.06 55

The following conclusion can be drawn after assessing the potential ecological risk ofheavy metals in the sediment by using Hakanson's methods: the Ef of As, Zn and Crcontained in samples taken from the ranges 5.6-21.1, 1.01-4.3 and 0.82-1.78 respectively,posing no potential risk, the E'f value of Pb ranges from 6.65 to 27.25, just one point postingas medium ecological risk and Hg at all the points are medium ecological risk, with rangefrom 18.0 to 80.0. For the RI of all the heavy metals, the values found at the three lakes areless than 115, so the sediment of the three lakes is light contaminated, major pollutantsbeing Hg, two point have medium pollutants.

2 Dredging of the water way of sediment of the Rong-Sha lakesThe purpose of dredging is to get rid of the pollutants in the sediment so as to remove

the intend pollution sources from within the water body. Consideration should be taken notonly for the feasibility and economical rationality but also for meeting environmentaldemands.

The area of the lakes bed to be dredged is about 22.5m2, depth for 0.9m and the totalinvestment about 6.44 million yuan, and the whole work of dredging is estimated to lastthree years from 1997-1999.

3 Dredging methods

Dredging will be done after the lakes water is withdrawn. pollution intercepting pipeswill be built first and external water sources cut up. Reaming water will be pumped out andthe dredging will be done after the river bed is left to be air dried for some time.

Dredging can be done all the year round. But as high temperature will intensify thevolatilization of toxic gasses and rain water will wash away the sediment piled tempomarilyto cause secondary pollution during the rainy season, it is recommended to dredge the lakes

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bed in the dry season.

As the earthwork to be dug is not very much but the dredging site will stretch a long

distance through densely populated inhabitant quarters, the construction nit has decided to

carry out the dredging by both men and machines. Because there are center of city, if

dredging by men, the progress will be slow in this way, it will cause more disturbance to the

people living nearby as there will be more foul smell and jam traffic.

4 Analysis of the environmental impact during the dredging

(I) Analysis on noise pollution

Machines like excavators, bulldozers and transporting vehicles used in the process of

dredging will produce noises of high levels affecting surrounding enviromnent, especially

sound sensitive areas. Investigation found excavators, bulldozers and loading machines can

produce noise 95dB(A), and the engineer starting of heavy trucks can produces noise

95dB(A). The following formulas can be used to calculate the weakening of these noise

sources as the distance from them increases:

L1=L1-201gY2/yl- A LIn which: -,, y2-distance from noise source, m

Li, L2-noise level at the distance of zy, 72, dB(A)

& L-influence of buildings, trees, etc. on noise, dB(A)

Calculation finds out that for a noise source with a level of 95dB(A), the noise level can

still reach 68dB(A) at the distance of 20m from it, 62dB(A) at 40m, 58dB(A) at 60m,

57dB(A) at 80m, and 54dB(A) at 100m. According to the standard for Type I area in the

"Standard for Urban Area Enviromnental Noise Levelr, that is inhabitant, cultural and

educational quarters, noise level there should be below 55dB(A) during day time; for Type 11

area, that is inhabitant, commercial, and mixed industrial quarters, it should be below

6OdB(A). According to this, the sensitive places along the Rong-Sha lakes will be affected,

and the noise level in these places, the Guihu Hotel, Ronghu Hotel, and Dangui Hotel all

exceed the noise standard, if these place increase new noise resource, will exceed more.

(2)1mpact of temporarily piled sediment to the environment

If not transported away in time, the sediment piled along the lakes bank will produce

foul smell, form raised dust when aired dry and blown by wind, and be washed to spread by

rain water and cause secondary pollution to surrounding soil, water bodies, ground water and

the atmnosphere through soaking, seeping, leaching, and volatilization. Thus toxic substances

and causative agents will spread through the medium of water and the atmosphere.

Observation has found that the surface of sediment containing 200%e of water piled along the

bank of the lakes will become dry in a few days. With a wind of a speed of 2.5 m/s, TSP in

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the raised dust from the sediment pile can affect as far as 150m in the lowered direction.

Within that range the concentration of TSP in the atmosphere may reach 490 li gfm3, about

1.6 times of the standard for Grade II of environmental atmospheric quality. Without rain,

part of the 20% of water contained in the sediment will evaporate into the atmosphere, part

will soak through the bottom of the pile to flow to low lying places to spread its pollutants.

In case 50% of the water soaks out, there will be altogether about 20,000m3 of soakage,

which will contain 800-2000 mg/L of BOD and 1600-l0,O0OmgtL of COD, forming a

serious secondary pollution source. Heavy rain or storm will wash away all the sediment

piled, thus causing more serious secondary pollution. This equals shifting the polluted

sediment to the ground surface to be disseminated to larger areas and it will be almost

impossible to "gather it up" again.sediment piled up along the lakes bank also affects the landscape of the city if not

removed in time. Investigation found out the foul smell it gives out can reach the 4th grade,

(Intensity of foul smell can be divided into 6 grades from grade 0 to grade 5: grade 3 gives

out obvious foul smell; grade 4 gives out strong foul smell; and gade 5 is extremely foul.)

producing very unpleasant sensation. Ihe foul smell is caused by substances like ammonia,

hydrogen sulfide, volatile alcohol, and acid produced in the anaerobic decomposition of

organic matters contained in the sediment.

(3) Impact of discharge water to environment of the Lijiang River during dredging

period

Dredging will be done after the lake water is withdrawn durng dry season. the total

water value is 337,500m3, with lake area for 22500Gm2, depth l.5m. If the discharge method

is unreasonable, it will impact the Lijiang River once-off. Because the water value of the

Lijiang River is rich, so once-off impact is not influenced the water quality of the river

* Discharge from outlet of the Shahu lake

The water of Rong-Sha lakes discharge from the outlet of the Shahu lake by

gravitational flow, intercepting inflow water at inlet of Guihu lake, so no impact on the water

quality of the Lijiang River.

* Discharge water by pump

The water of Rong-Sha lakes discharge from outlet of the Shahu Lake by pumping

water, with flow value Im3/s, the pumping velocity is fit input flow, so it has no impact on

the water quality of the Lijiang River.

* Discharge water in two days

According the three lakes value, if we need to discharge water on two days, the

pumping velocity is 2-3m3/s and continue pumping on two days. The velocity maybe little

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fast than normal during wet season, so it has no impact on the Lijiang River.5 Environmental effect during the transportation of bottom clay

The following enviromental impact will be cause during the transportation ofsediment:

(1) Poor sealing during transportation or the sediment being too thin will causedroppings along the transpiration route to harm the enviromnent.

(2) Vehicles transporting sediment will add to the crowdedness of traffic.It is recommended that the following measures be taken in the transportation of

sedimenta. Use well sealed garbage vehicles or ordinary trucks lined with double weaned cloth

and covered with tarpaulin to prevent sediment from dropping out;b. Directly load the sediment dug up into transportation vehicles during machine

operation so as to reduce its chance to touch the ground at the construction site;

c. Statistics from road traffic noise monitoing found:Normal vehicle flow of the area is about 700-2,500/h. A total of 150 vehicle times/d

will be used to trnsport the sediment, adding about 6% thc normal traffic flow. It issuggested that sediment trnsportation be done before and after nornal working hours of theday and at night so as to reduce the pressure on.taffic.6 Utilization of bottom clay as a resource for forests

(1) FeasibilityThe total amount of sediment of the Rong-Sha lakes to be piled is about 184,000m3

according to the Municipal Environmental Monitoring Station of Guilin. The Administrationof the lakes holds that sediment dug up can be used as fertilizer for lawns and trees (but notfor farn fields) and for hygiene land filling.

The sediment of the lakes contains much organic mattas and many trace elementsbesides the three main elements of contained in fertilizer. N, P, and K. It can be used as

fertilizer for forests to raise the soil's fertility and raise forestry production.

(2) Secondary pollution in fertilizing forests and its preventive measures

The shifting of chemical elements in soil is mainly canied by water. Washing and

elevation by rain water will move pollutants contained in the sediment through surface

runoff and seepage, the former causing surface soil pollution along its way and the latter

carries pollutants into the subsoil. Organic matters and oxidizes of Fe, Al and Mn will be

fixed in the layer 20-30cm deep through absorption and complexion. So proper amount of

sediment used as fertilizer for forests will not damage the soil or polluted ground water.

The above analysis shows that the prevention of runoff pollution through rain water

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elevation and washing is the key link of techniques required. It should be point out that

sediment transported to the botanical garden should be used in time, otherwise it should be

pilled in a planned way, with lining below and cover above to prevent it from being washed

away to pollute surface water or producing raised dust to pollute the atmpsphere.

two preventive measures: 1. Burial -dig a hole around the tree root, fill in bottom clay used

as fertilizer, and then cover the top with a layer of earth 10-15cm deep; 2. Covering up-

cover the bottom clay used as fertilizer around the tree with plastic sheet and tug its edge

into earth to prevent the bottom clay from being elevated or washed away by rain water.

7. Sediment used for landfill and prediction its environmental impact

The sediment of the lakes can to be used for sanitary landfill on Chongko sanitary refuse

landfilL according the original plan by the feasibility report suggested. The Chongko refuse

landfill is located on south-west of Chongko village of Lingui country. The designed capacity

of Chongko refuse landfill is 5Ot/d and the duration of use will be 20 years, the total amount

of domestic refuse disposed can reach 4,562,000 t. The amount of sedinent of three lakes is

184,000t, only 3.9%/o of total amount capacity. The sediment can be used for background soil,

because its RI is light pollution.

4 3 2 Prediction and awlysis impact of the sewage pipeline project on environment

1. Prediction on the impact during construct

Drilling machines, excavation machines, loading machines and vehicles will be used in

the construction, whose noise intensity is 90-95dB(A). Calculation found out that the noise

level in inhabitant, cultural, education commercial and mixed industrial quarters will exceed

the Grade II of noise standard set in GB3096-93 "environmental noise standard for urban

area".

2. Most of the construction will adopt the method of underground pipe-jacking. After the

open slot construction, the earth can be used for ground or road leveling. As the earth to be

cast away is just local earth, its dropping during construction will cause no other pollution

except raised dust.

3. All the waste water pipeline will be laid at the sides of the existing road. There is no

necessity to block traffic along the direction of the pipelines. But the piling of refilling earth

and laying of the pipes will occupy certain part of the bicycle lane and the pavement. When a

pipeline cross a road, in most cases a hole will be dug under the base of the road instead of

opening up the road surface. But vehick with heavy load have to be prohibited to pass for a

short period. These two factors will have some impact on traffic, especially in Liwulu road

and Zhunshalu and Nanmen Bridge

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4. Concrete pipe, and castaway earth and so on piled along the road of construction site willaffect the landscape of the city and cause some damage to the green land and trees, causingsome harm to ecological environment.

Possible enviromnental problems during the construction can be reduced by takingproper measures such as putting up enclosures around constrution sites, avoidingtransportation in rush hours, and strengthening the management and shortening constructionperiod.

4.3.3 Prediction amd impact of pumping stations environment

On Rong-Sha lake trating project, a designed pumping station and supplying pipe islocated on Taohuajiang River. The pumping station is used for change water of lakes as thelake' water quality is eutruphication and serious, for keeping water quality of lakes. Themachine and trasportation during construction of the pumping station will be produce noise,heavy trffic, raised dust, and the constuction site is located in the center of the city, so wesuggest that it is recommended to carry out the transporton before and after normalworking hours so as to reduce the pressure on traffic, and not work at night to reduce noiselevel.43A prediction and analysis of the impact on ecological environment

The construction of the project involved a canter in the city sensitive urban part, whereseveral major street will be dug with a total 2.6kn. At the same time the pipeline of

construction garbag, sediment, castaway eart, and the temporary construction huts andcamps, storage sheds will all affect the city's landscape. A certain number of land and treeswill be damaged to cause damage to ecological environment

4.4 Analysis of the environmental impact of building removal and inhabitants

resettlement

This project of Rong-Sha lakes treating project just involved existing lakes, parks androads, has no building removal and inhabitants resentlement

4.5 Prediction on the environmental impact during the operation of the project

This assessment is to have a proper understanding of the overall environmental impactof the project, we give a analysis from the local viewpoint and put attention on the LijiangRiver.

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4.5.1 Prediction on the reduced loading amount

The Rong-Sha lakes brating project includes two subprojects: intercepting waste water

subproject and dredging sediment subproject. The target of the two subprojects are cut

external pollution load and reduced the inner pollution load. When the project will be reduced

the pollution load mostly during operation, and reduced the discharge load into the Lijiang

River.

(I) Predication on reduce inner pollution load

Table 4.5.1 is the amount of reduced pollution load

Table 4.5.1 Predication on reduce inner pollution load

__________ watr(%Y) As |mnemi oil |Ar Z Pb Hg |TN TP

-oe/ *of pollutantin sedimtnt 8.11 21.5 1341 57.3 382.. 217.8 0.277 5020 1480

__ _ __ ,_ 1_ _

amount of reduced polhuion load 10't 14.9 4 246.7 10.5 70.4 40.1 0.05 _9,236.8 2723

reduced aoimutonunmtat akgn 2 12 110 5 _31 18 2 j4120 1210

(2) prediction on release of N and P

If the interception waste water project has been completed, but the dredging sediment

projct have not been designed, that the Lake Rong-Sha still can be eutrophication. Because

part of most of the nutrient salt fiom various sources will settle down in the bottom of the

lake and fron the inner load of nutrient salt of the lake through a senes of physical, chemical,

and bio-chemical action. And when the environmental condition of the lake changes, the

nutrient salt in its sediment will be released into the water body again. The load of N and P is

usually high in city lakes because of long time accumulation. When these exist external

pollution sources, such internal load only exerts notable effect during certain seasons or timne.

But when the external pollution sources are totally cut off, the nutrient salt will gradually be

released and cause eutrophication of the lake. Therefore, it is of much importance to study

the behavior of the nutrient salt in lake sediment.

The release of N and P in lake sediment is of different mechanism. The release of N is

release to the degree of the oxidizing decomposition of the nutria in the sediments, while the

release of P is related to the form of its chemical precipitation. This is because these exist in

sediment diffact kinds of nitrides. Which are interchangeable under certain circumstances.

Different forms of N have different release capacity. As for S, many of the phosphates

insoluble. Release occurs only when these are favorable conditions for the solution of

phosphate perceptible.

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Normally the releases nutrient salt first enters the interstitial water of the sediment, then

gradually diffused to the surface and to the water covering it, effecting the eutrophication of

the water body of the lake.

The amount of P release in the sediments of the lake Dianchi from July to August, 1994

is about 2.65mg/m2.d and the amount of TN is 37.2 mg/m2 -d. This experiment is not done in

this assessment, so we used the data of Lake Dianchi to assessment on release of N and P

of sediment of three lakes.

The assessment show that the amount of release of TP is 596.3 g/d, TN 8370g/d, this is a

seriously pollution for the three lakes.

4.5.2 Prediction on amosnt of reduced external pollution load

(1) The amount of reduce external pollution load

After the project has completed, the amount of the point load, the non-point load and

fishing all cut, the amount of this pollution load are zero.

W.&-_= W _dp' WA._j

The reduce amount include reduce amount of point pollution and non-point pollution

loads plus the reduce amount of pollution load from river water.

(2) Prediction on not canrying out the project

At present, the Lake Rong-Sha is seriously polluted and is eutrophication lake. Ihe

items coli, oil, TP, 'TN, NH3-N, and BOD5 all exceed the Grade IV or V of water quality

standard, and at the outlet of the Shahu Lake, the water quality is worse than the center and

against side of the Lijiang River, The above assessment show that the Rong-Sha lakes is

affected the Lijiang River.

With the developing of the city economy, the population and tour will increase, and the

industry will increase too, so the lakes Rong-Sha will became more and more seriously, if the

lakes were not treated and the pollution load will increase. According the plan of the Guilin

City, the amount of the waste water of the city on 2015 will be 3 times of 1994 year, and the

amount of domestic waste water will be 2.4 times. This prediction used 2.4 times of waste

water discharged into the lakes.

Table 4.5.2 The prediction of the total amount of city's waste waterunit: I 00OOtla

yer Total Industrial waste water domestic waste waer disdbrged into lakes1994 S410 2913 2497 739 20000tld

2000 8441 4898 3543 1035 28000t/d2010 13476 8362 5114 1494 41000t/d

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2015 6721 110749 15972 11745 48000t/d

Table 4.5.3 prediction on the amount of waste water (no project)

year discharged into the Lakes BODs COD SS NH3-N TP

1994 2000Wt/d 0.23 n3/s 0.863 1.855 1.580 0.188 0.134

2000 2800Wt/d 0.32 m3 /s 1.208 2.597 2.212 0.263 0.193

2010 410OOtId 0.47 m3is 1.768 3.803 3.239 0.386 0.283

2015 4800Ot/d 0.56 m3/s _2.070 I4AS2 3.792 0.452 10332

4.S.3 prediction on the improve of water quality

The prediction used the formula COD and Chla

*COD equationACOD = 27.5SP , t>l

ACOD 2L3N,W07 , 0.1 ZtS1

AODD -14DN,°'7" M. 0. I

*Chia equationCAb 683NW'W, t>0.1

Cha = 447P4l', tc0.1

, is a fitor, when TNITP211, N2TP; if TNn<l 1, N,, =N1 I

According the.monitoring data, TWrTPl1l, the parameterW,, TP, t<0.1, the result of

calculated is in table 4.5A.

Table 4.5.4 Prediction on improve of the water quality of the Rong-Sha lakes

unit: mglL

eisting wate quality Taohuajiang River supplying water quality of aliting no dredging projet

TP 0.366 0.1(dry s 1ason) 0.063 0.59

COD 09.67 1.3 r.9 10.93

Chia _ 60.8 36.9 414

The data calculated point that the COD monitored in the Rong-Sha lakes is high, exceed

Grade IV of water quality standard, if the lakes can be supplied water from the Taohuajiang

River or the cannel of the Lijiang River, the water quality will be improved, but still need

dredging seditnent.

(1) prediction of the discharge of lakes on the Lijiang River

After intercepting waste water, the amounts of reduce load of external pollution resource

of discharge into lakes are respectively BOD, for 1.2tId, COD 2.6t/d, SS 2.2t/d, NH3-N

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0.263tld and TP 0.193t1d. After dredging sediment, the amounts of reduce loads of inner

pollution resource of three lakes are As 0.4t, Zn 1.05t, Pb 4t, Hg 5kg, TN 923t and TP 272t,

and reduce release amount of TP is 596.3gId, TN 8370gJd.

The amounts of reduce pollution load of external and inner resources can be calculated

for reduce amount of discharged into the Lijiang River.

(2) prediction on water quality of the Lijiang River

According monitored, the Lijiang River has been affected the discharged water from the

three lakes. Prediction point out that the discharged water will not affect the water quality of

Lijiang River, and the water quality of outlet of Shahu Lake will be good, after operation of

the project.

4.6 Risk analysis

4.6.1 Purpose

To analyze accidents during the operation of the project and their scope of impact so as

to provide feedback information for the designing.

4.6.2 Analysis of risks during dredging of sediment

Possible risks during the dredging, transportation and refilling of the sediment are:

(1) Large amount of toxic gas is produced to poison construction workers or inhabitants

nearby in dredging. Gas masks should be provided beforehand as a preventive measure.

(2) Sediment dredged may be washed back into the river by flood during storms. It issuggested dredging be done from October to April of the following year to keep away from

the wet season, and sediment dug up should be tasported away in time.

(3) Sediment may be dropped in the urban of the city on the routes of transportation. So

vehicles should be well lined and covered, or special garbage vehicles are to be used.

(4) The bank encircling the piled sediment may be dragged by flood, storn or

earthquake so that it is washed into surrounding farmland. Water overflow tunnels should be

considered in the designing of such encircling banks.

4.6.3 Risk analysis of the replenishment water of Rong-Sha lakes

(I) Failure of the machines or cut off of power supply may stop the waste water treating

system so waste water is discharged into the river without any treatment. If accident of waste

water treating system happened, it will threat the water quality of the Taohuajiang River, and

the water quality of replenishment water. So we need maintain the old cannel of the Lijiang

River, water of supplied by the Lijiang River can flow into three lakes by gravitational flow.

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(2) New pollutants during operation are discharged into the three lakes, not intointercepting pipeline, this will affect the water quality of lakes, so new role must be

legislated, and the new pollutants will be managed.(3) Sediment will deposit again, so need dredge on time, protection water quality of the

lakes is the main target.

4.7 Measures and countermeasures to eliminate or relieve negative impact

t. Control of noise during construction

* Effective enclosures are to be put up around construction sites so as to reduce thenoise level to within the standard set by the state.

Transportation vehicles passing through noise sensitive areas like living quarters,

hospitals, schools, and governmental offices should go at a slow speed, and the use of horns

and brakes should be limited. See to it that they don't go through living quarters at night.* Explosion and the use of heavy-duty machines should be avoided at night.

2. Control of raised dust

* Put up effective enclosures to prevent raised dust from spreading around.* Castaway earth should be piled away from trunk traffic lines, living quarters or

commercial quarters. Water should be sprinkled when necessary.* Castaway earth should be directly loaded onto transportation vehicles and

transportation should be carried out before it gets dry.

* Use packed cement and do not pile them in the open.

3. Measures to relieve impact on tiaffic* Well plan materials to be transported to avoid affecting the city's normal traffic.

* The laying of pipelines along trunk traffic lines should be quickened to reduce theconstruction period. Try not to affect the traffic at places where construction is carried out,such as to use steel plate over ditches.

4. Control of solid waste matters

* Carry out strict administration to reduce the amount of construction garbage.* Control the irrational flow of construction garbage through periodical checking.

Construction garbage should be buried in enclosed places like low hollows in the mountains,where earth banks should be built at its opening and earth is to be laid on top of buried

garbage to restore the ecosystem.

5. Control of damage to landscape

Green belts of trees and lawns should be planted along the open tunnels as soon asthey are completed.-

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- Earh and stone work dug during construction should be piled at proper places, better

to be utilized.

* Attention should be paid to the harmony of trees and grass grown on second and third

grades protection slopes. Stones needed should not be taken on the spot but from quarries.

6. Measures to protect land ecosystem

Ecosystem should be restored as soon as construction on temporarily occupied land is

finished.

Education should be carried out along with administration to forbid workers to fell

trees in places other than the areas to be inundated. Fire is forbidden in forest areas.

See to it if there are precious and rare trees or flowers to be protected in the

construction sites of protection banks.

7. Health guarantee of construction workers

Daily life waste water and night soil should be sterilized to prevent the occurrence and

spread of infectious diseases. Wet land occurring in construction should be leveled to

eliminate breeding places of flies and mosquitoes. Construction at night should be avoided.

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5. Alternate plans

These works will guarantee the conservation of the eco-system of the Lijiang River, by

conducting comprehensive analysis on the scale, service range, cost and credit repaying ability

of the assessed project. Zhongnan Municipal Works Designing Institute have proposed a

feasibility study report on the project. For the more overall and widespread considerations, the-

following altermate plans have been suggested for reference by the assessing units.

5.1 Main alternate plans of the Rong-Sha lakes

According the characteristic of the Rong-sha lakes treating project, the main alternat

plans are followed:

Plan 1: Replenishment water by the Taohuajiang River

Rain truck is built with modification of Yiwu road rain pipeline systen, and the rain is

intercepted and let it discharge into the Taohuajiang River. Sewer system along the lakes,

waste water is intercepted and let it to be Zhuongnan waste water pipeline. Dredging will be

done after the lake water is withdrawn during dry season. After above subprojects the inner

and extemal pollution resource will be cut, then replenishment water will be pumped from the

Taohuaiing station with flow Im3/s. The investment of the project is 19.69 million yuan.

Plan 2: Close cannel of replenishment water

Except the subproject of replenishment water, other subprojects are same as plan 1. The

subproject suggest modification the old cannel for close one, the replenishment water is fromthe Lijiang River, the exchange water flow is 1.5m3/s on nonnal and wet season, I.Om3/s on

dry season, theory exchange period is 3 to 5 days. The investment of the project is 31.90million yuan.

Plan 3: Open cannel of replenishment water

Except the subproject of replenishment water, other subprojects are same as plan 1. The

replenishment water subproject will be used dredged the old cannel and the exchange water is

from the Lijiang River. The exchange water method is same as plan 2.

5.2 Comparison between alternate plans for the Rong-Sha lakes treating project

Plan 1: Replenishment water by the Taohuajiang Rive

Merits:

The pumping station is located by the Lakes, so loss water amounts is reduced to least,

and the water has no received new waste water and agricultural return water on the way. The

replenishment-water quality is same as the supplying water quality. The project's investment is

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less than the plan 2.

Demerits

1. The water quality of the Taohuajiang River is Grade III or high grade of the water

quality standard now, after treating plants project completed, the treated water will discharge

into the river, its water quality will be worse more, so we need study on that the supplying

water is good for improve the lakes water quality or not

2. The supplying water of by the Taohuajinag River flows through the south-west part of

Rongsha Lake to Shahu Lake, the water flow is difficult to improve the up part of the Ronghu

Lake and Guihu Lake, according to the characteristic of the lake's flow.

Plan 2: Close cannel of replenishment water

Merits:

Supplying water is carried from the upper reach of the Guilin City of the Lijiang River,

water quality is good. The replenishment cannel is closed, the measure can avoid received

waster water along the cannel, and lost the water for agnculture. The return water is discharged

into the Lijiang River, so amounts of the Lijiang River are not affected. The cover of the

cannel is good road and shopping place, so we can get new land.

Demerits

The cannel-crossing is long, the construction and management of the cannel is more

complexity. so more investment is needed all in one time and it has more affected on

environment on construction.

Plan 3: Open cannel of replenishment water (recommendation plan)

Merits:

the supplying water is received from the Lijiang River and the discharge water into the

Lijiang River, so the plan is not affected the amount of the Lijiang River, because the cannel

includes open cannel and close trunk existed, the project is easy to operate, and investment is

less.

Demerits

The plan will lost a lot of water and receive a lot of waste water along the cannel, so the

water quality and water value will be influenced, the concerted environmental propose is

difficult to obtained.

5.3 Comparative analysis of the cost of the alternate plan

See Table 5-3-1 for the comparison of the investnent required.

Table 53-1 Investment for the Different Alternate Plans unit: lOOOOyuan

Plan plan I plan 2 plan 3

dredging sediment 184000m3 64 644 644

bank built 2000m 20 20 20

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damn maintain S0 50

dredging closed trunk 1180m 100 100

regulating gates 3mx3m (2) 30 30 30

pipeline 879.56 2345.72 813.22

pumping staion 397.90 _ _

maintenince of open duannel 230

total 1968.46 3189.72 1887.22

Table S-3-2 the comparison of the engineering required.

plan I plan 2 plan 3

engineering unount engiring amount . engineering anountdredging sediment 1840GM3 dredgng sedimet 18400m' drdging sedimet 1840

bank bult 2000m bank built 2000m bank built 2000m

reguating gae 2 reglting gate 2 rcgulating gate 2

pipeline R.Cd800 300m pipeline RC.d8OO 300m pipeline R.C.d800 300m

pipeline R.C.dlO00 300Gn pipeline RC.dlOO 300m pipeline R.CAIOO 300m

pipeline RCAd1200 200m pipeline RC.d 1200 200m pipeline R.C.dl200 200m

pipeline LC.d 1500 20Gm pipeline RC.dlS00 200m pipeline R.C.dlS00 200m

pipeline R.CA2000 65Gm pipeline R.CA2000 65Gm pipeline R.C.d20 6sGm

sewage R.C.d600 75Gm sewa RCd600 75Sm sewage R.Cd600 75Gm

pumping station I dm maintain I dam maintain

new cbsed truck 500Gm open cannel maintain

dedging old closedi truck 1180m _ dredging old closed trunk

5.4 The analysis of the alternate plan

Based on the cost-benefit analysis, mas from 1 to 3 were given to the different alternateplans. The one with the least benefit or the most cost was given I point and the reversal, that is,

the one with the best benefit or the least cost was given 3 points. See Table 5-4-1 for theresults.

Table 54-1 Assessment Points of the Cost-benefit Analysis of the PlansPlan I 2- 3

Investment for city construction 2 1 3

Land requisition and removal 2 3 1

Degree of difficult for construction 2 1 2

Opeation cost of the project 2 2

Convenience for construction in stages 3 3 2

Environmental benefit 2 3 I

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Total 13 13 to

As far as the protection of the water body of the lakes is concerned, the key issue of the

three plans is cut the new inner and eternal pollution resources. The dredging lakes sediment,exchanging lake's water and intercepting pollution are all for this purpose. The difference

between the three plans is replenish place, from the Lijiang River or from the Taohuajing

River, using open cannel or using closed truck.

The practice show that close cannel plan is not good for protection the lakes. When the

-open cannel with 5000m length pass the city, the water quality is serious in the inlet of the

Guihu lake, so the water quality of the lakes can not improve. The plan 3 should be abandon.

The study show that the closed truck can avoid these problems of intercepting by agriculture,

cannel leakage and discharged by runoff, return agriculture water, industrial waste water and

ewwer water, but the cost is higher than other plans, construction line is long and more affectpeople and the manage is more difficult The plan 2 can give us new land, these is important

for Guilin City, it can make new shopping center and road.

T,he plan I is recommend plan, from table 5-4-1 we can show that the plan is good than

other plans from investment required and the degree of difficulty construction, but the

environinental benefit of the plan is bad than the plan 2. Because the water quality of the

Taohuajiang River is Grade III standard at present, future the Taohujiang River will receives

treated waste water from two waste water plants, that time the water quality will bad than

today, so we suggests that the feasibility report of the project need to do study comparison

between two plans.

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6. Analysis on the Benefit of the Ronghu Lake and Shahu LakeTreating Project

6.1 Analysis on its social benefit

6.1.1 Improve the environmental quality so as to stimulate the economic developmentIt is very important for protecting water environment of Guilin City as major tourist

landscape and famous historical culture. The Lake Ronghu and Lake Shahu is the landscapelakes and located in the center of the city. The lakes is a little lake, so have few waterenvironmental capacity. A lot of untrated sewer discharged into the lakes, that the organic

pollution material and toxic material accumulate in the lake's sediment. The concentration ofcol-i P and N is high than Grade V water standard, the lake state is eutrophication, and thealgae grown fast etc. all. The project will improve the water quality of the lkes, cut the inner

and external pollution resource, and exchange the lake's water, so can improve theenvironment of the lakes and surrounding.

6.1.2 Protection of the Ljiong River and the scenery of the Proboscis mountainThe outlet of the Shahu Lake is located 300m far from the Proboscis maintain, so the

polluted water of the lake's water threatens the Proboscis maintain, the Proboscis maintain isa famous landscape of the Guilin City. The water quality of the lakes improve is help theenvironment improve of the Proboscis Maintain.

6.2 Financial analysis of the project

6.2.1 Compiling basis1. Composition of the project

The project includes the dredging sediment subproject, bank of the lakes built subproject,pipeline and pumping station.2. Engineering cost

The cost of civil engineering of the project was calculated according to the economicindex of sewage engineering items stipulated in the Handbook of the Budget and EconomicAssessment of Water Supply and Sewage Works with reference to the budget of similarworks completed or under construction. Prices used for calculating the amount of materialswhich can be bought for ten thousand yuan were those provided in "Information ofConstruction in Guilin" readjusted with the market prices in Guilin in 1995, plus indirectfees. The total investment needed for the civil engineering of the project is about 27.7

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million yuan.

Table 6-2-1 Project investment calculation unit: million yuanProject RMB(from Chinese side) Total investment

1. Engineering fee 8.84 19.68

2. 'Te fee for prepare engineering 1.25 24.95

3. The fee for prepare price 1.46 2.92

4. The interest dunng construction 0.75 1.49

5. other fee 0.55 1.11 -

total 13.85 27.70

6.2.3 Pay bank loan plan

Take 7.1% for the interest rate of loans from the World Bank, and 15.02% for the

interest rate of loans from the domestic bank, the repayment period for Loans is 10 years, butthe inteest rate is not calculated for the capital cost

(1) Analysis on repayment capacity

The sources of repayment fund possess of profit, market fee and break old fee. Thecalculation of repayment load and it's interest rate reveals that the project will possess of

repayment capacity within repayment period based on repayment style of loan.

The profit is from the waste water teating fee, water fee, electricity fee and collecting

and treating fee of refuse.

6.3 Analysis on environmental benefit of the project

6.3.1 Benefitfor environmental protection

The Rong-Sha lakes treating project is a project that will improve the environmental

ecology, beneficial to people's health. The major benefit of the project is that it will solve the

problems of eutrophication and water quality serious from which the lake has been suffering

for many years. It will improve and landscape of the city, providing conditions for gathering

and treating industrial waste water along the lakes, so as to improve the environmental

quality of the down areas of the Lijiang River and the Proboscis maintain area, and people's

living conditions. The amount of waste water gathered and treated by the project will

account for 20000tld. That will greatly reduce the pollution load of the Lijiang River for

BOD5 0.86tld, COD 1.86t/d, SS I.SSt/d and TP 0.13t/d, and greatly improve its water

environment.

The water quality will be improved, eutrophication will be controlled, the surrounding

will be improve and soul smell will be put out, and the tourism price of the city will be

grown.

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6.3.2 Analysis on environmental economic cost-beneft

1. Analysis on the environmental economic benefit

As the project is a key environmental protection project of Guilin City, its

environmental investment is the major part of the total investment of the project.

Table 6-3-1 Environmental Investment for the ProjectEnvironmental Iten Proecon Designing Capcity Unit Investnent (I0W yuan)Dredging sediment __4000mn 644pipeline L-2.75an 876.56pumping station L.Om3/s 397.90bank built 2000m 20total 1 1938.46

The investment for environmentat protection, taking up 90% of total investment.

2. Environmental impact of the project and countermeasures to be taken

a. The waste water lifting pumping station is located in thc central part of the city andso its noise will have negative acoustic impact on the environment if not properly designed..Noise reduction and sound-proofing measures should be taken to reduce the negative impactto the minimum.

b. Transportation vehicles passing through noise sensitive areas like living quarters,hospitals, schools, and governmental offices should go at a slow speed, and the use of hornsand brakes should be limited. See to it that they don't go through living quarters at night.

c. The laying of pipelines along tmnk traffic lines should be quickened to reduce theconstruction period. Try not to affect the traffic at places where construction is carried out,such as to use steel plate over ditches.

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7. Plan for Environmental Administration and EnvironmentalMonitoring

7.1 Setting up of environmental protection management system

7.1.1 purpose

To implement laws, rules and regulations about enviromental protection, to deal with

relationship properly between developing economy and protecting environment, to see to the

consistency of the environmental benefit, social benefit, and economic benefit of the project,

to handle the results of preventing measures of pollution, to monitor the environmental

quality changes for surrounding areas of the project so as to provide basis for environmental

mangeent.

7.1:2 Organizational stnctire and nwnber ofstff

The department of environmental protection of the Ronghu Lake and Shahu Lake

Treating Project consists of two parts respectively in charge of environmental administrationand environmental monitoring. Special personnel from administration and construction unit

of the project will be assigned to be 'in charge of the environmental management,

Environmental Monitoring Stations from the Guilin municipal and should be in charge of

environmental monitoring.

7.1.3 Functions of the environmental protection body1 Environmental management

(1) To carry out laws and comply with standards of environmental protection -

(2) To establish administrative rules and give frequent check up

(3) To work out environmental protection plans and see to their implementation

(4) To lead and organize environmnental monitoring and file up a data

(5) To carry out enviromnental education and technical training so is to raise the quality

of the staff

(6) To establish rules and regulations on the discharge of pollutants and the operation of

environmental protection facilities;

2 Environmental monitoring

(1) To work out monitoring plans and establish rules and regulations

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(2) To complete monitoring task required environmental monitoring plan and compile

forms for reporting statistics and write reports

(3) To take part in the investigation over environmental accidents

(4) To take part in environmental assessment

(5) To test, maintain, and repair instruments used for the monitoring to ensure their

normal service.

7.2 Measures for environmental management

7.2.1 Environmental administration during the construction of the project

1. Aim:To prevent or reduce pollution caused by the construction

2. Measures for enviromnental management

(1) The insfitution that undertakes the project should take the oveall responsibility for

the environmental protection during the construction and see to it that it is done in every

stage and by every department concerned;

(2) Work out unified arrangement for the countermeasures to be taken, the order of the

construction, and the fixing up of construction sites according to the requirements of

environental protection authorities and set in this assesment;

(3) Construction teams are required to be trained for the management of environmental

protection and to be responsible for the enviromnmental protection and see to that the

following environmental protection plan be carried out:

A. Plan on preventing construction noise

Noise pollution during the construction is mainly caused by construction machines and

vehicles. The standard set in "Rules and Regulation for Noise Pollution Prevention and

Treatment", and Document GB12523-91 "Noise Limit for Construction Site". Special

attention should be paid to the construction noise at night.

B. Plan on reducing raised dust

Large amount of raised dust will be produced during construction of landfill site and

transportation station of refuse. The construction should be done in a civilized way to reduce

raised dust pollution.

7.2.2 Environmental management after the project is put into operation

1. Aim:

To insure the normal operation of environmental protection facilities for the project so

as to meet the enviromnental protection demands of the designing.

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2. Measures for environmental management

(1) Unified administration over environmental protection

Environmental protection should be a part of the overall administration over the project,

and attention should be paid to the environment protection in every link of the administration.

In this respect it is led and supervised by the Guilin Municipal Environmental Protection

Bureau.

(2) Normal operation of environmental protection facilities

After the project is put into operation, normal operation of the pumping station and the

waste water treating plant should be maintained, and strict responsibility system should be

established. Operation record should be kept to see the designed requirements are met.

73 Environmentad monitoring plan

7.3.1 Enwvronmental monitoring during the construction

1. Aim:

To check pollution of noise and raised dust during the constution and take timely

measures.

2. Duration of monitoring

The whole period of the construction of the project, with the laying of waste water

pipelines and the transportation of the sedinent from the Ronghu lake and Shahu as key

periods

3. Items to be monitored:

Items to be monitored are the following consideing the constuction of the project

(1) Noise: Equalized intensity of sound in dB(A)

(2) Atmosphere: TSP

4. Monitoring points

Monitoring points for refuse unsferring station durmg the construction should be

selected in densely populated inhabitant quarters.

7.3.2 Environmental monitoring during the operation ofthe project

1. Aim:

To check the actual impact of the project and change of the environmental quality, to

prevent pollution accidents, so as to provide scientific bases for the environment protection.

2. Monitoring duration

The key factor to be considered is the seasonal change in the effectiveness of waste

water treating.

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3. Major items to be monitored and monitoring frequency and position

(1) Water Monitoring items, frequency and position are as same as normal monitoring.

(2) The monitoring of noise and TSP for sensitive points is as same as normal

monitoring.

(3) Down stream region of the project should increase monitoring points, major items

are SS, BOD5.COD, TN, TP and colibacillus.

7.3.3 Investment of the environmental monitoringplan

It is suggested that the investment of environmental monitoring plan from project is 0.30

million (RMB), which is used for enviromnental management and environmental monitoring

of project during the operation.

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8. Public Participation

Environmental problems are getting more and more serious global along with the socialdevelopment, and people's enviromnental sense has reached a new height so that they have asense of responsibility for the protection of the environment to make suggestion and requestfor the project. Public participation of this sort is not only an important mark in measuring anation's sense of the environment but also a need for developing environmental protectionand economy.

8.1 Aim and purpose

The World Bank hopes that the assessment on the environmental impact of the projectsubmitted to it will fully reflect the views, suggestions, and demands of the communities andlocal non-governmental organizations which will be affected by the proposed project. Newsconferences, testament sessions, and expert advice soliciting meetings should be held so asto have a good understanding about the scope and extent of the social, environmental, andeconomic impact of the proposed project in order to provide a reliable, sound, and scientificbasis for ganting the Loan. This will make the assessment more practical and moreconvincing.

Investigation was made on the public participation of this project in preparing thisassessment as required by the World Bank.

Public participation was invited during the process of this assessment according to thedemands of the Word Bank. The following is an account of the ways, scope, and result of thepublic participation.

8.2 Methods of investigation

Many methods were used for the public participation: sessions of field questions andanswers were held; questionnaires were distributed, and experts' opinions and advicesolicited. At the same time radio reporters' interviews, TV programs and newspapers werealso mobilized to gather concerned opinions, suggestions, and demands for the proposedproject. Materials thus collected were sorted out and classified for analysis.

8.3 Scope of investigation

The scope of the investigation carried out included the area along the construction ofengineering project. Institutions investigated included the Municipal People's Congress, thePeople's congress of Guilin Region, the Municipal Political Consultative Conference, thePolitical consultative conference of Guilin Region, the Municipal Government, Guilin

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Region Governments, City district and county government, as well as dozens of enterprises,schools, hospital and neighborhood committees.

8.4 Subject of investigation

Representatives of the people's congress, members of the people's political consultativeconference, government officials, other functionaries of various institutions, doctors and

nurses, professors and teachers, workers, students, and ordinary inhabitants; experts and

scholars, in the fields of planning, environmental protection, construction, foreign trade andeconomy, and engineering, and farmers, especially ordinary inhibitions, farmers of areaaffected by the ProjecL

8.5 Method of investigation

8.5.1 Random sampling was held at different levels among the masses of the peoplewho will be directly affected by the project

8.5.2 Mass medium like newspapers and TV broadcast were adopted to publicize theLijiang River comprehensive treating project and to solicit opinions and suggestions on thesocial, environmental, and economic impact of the project.

8.6 Analysis on the results of investigation

8.6.1 Investigating crowd ratio- 174 questionnaires were distributed and 100%/e of them were recovered. Of the people

investigated, white collar staff took up 46%, workers 27/o, general inhabitants 16%, andstudents 1 1%; male accounted for 52% of the people investigated and female 48%; Thosewith schooling up to the college level accounted for 43%, up to high professional schoollevel 27/, and up to junior high school and primary school 27%/. Investigated people werefrom 30 institutions and enterprises.

About 48% of the people investigated live in the area of the projects; 45% work inplaces in the area, and 10% are to be removed to settle elsewhere.8.6.2 Analysis on the results of investigation1. About the awareness of the Ronghu Lake and Shahu lake treating project:

93% of the people investigated said that they had learned about the project through TV

broadcast, newspapers or other people, and 7% had not heard about it before. Theinvestigation increased the project's transparency and aroused public concern over theproject.2. About opinions of the project:

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Masses of the community all expressed the opinion that the project would improve theappearance and water quality of Ronghu lake and Shahu Lake. So more than 98% of themwere in support of the project and hoped it would start soon.3. About the environmental impact of the project:

More than 100% of the people investigated said that they held the project would havelong and favorable impact on the environmental quality of the Guilin.4. About the impact of the construction of the project on people's life:

14% of the people investigated said that they wouldn't mind; 73% said there would besome impact but they could stand it; 13% said it would be unbearable, who were mainlyconcemed about the noise of the construction and unfavorable impact of the construction topeople's life and traffic.8.6.3. Suggestions and demands of the community concerning the project

(1) Masses of the community showed great enthusiasm in the public participation of theassessnent for he project. They held that the treating project was a major event benefitinggenerations to come by improving the city's environment and landscape. The citygoveament should include the project into their agenda and do a good job of it. It wassuggested to mobilize social powers to donate money and materials for the speedyconatnaction of the project to improve the city's environment so their city will be a beautifythe city.

b. It was suggested that strict laws be worked out and implemented, and administrationbe strengthened. Illegal buildings should be demolished and their builders be fimed andpunished. Preparation should be done for the project in an active way. It was hoped that theconstruction would be carried out in stages according to the concrete conditions of differentsegments.

c. Effective measures should be taken during the construction so as to reduce theunfavorable impact on people's life and traffic. People to be removed should be wellarranged.

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9. conclusion and proposal

9.1 Existing environmental quality

1 Quality of water environmental

The monitored data from 1991 to 1994 and 1996 for this project show that the presentwater quality of the Lijiang River is good, most index are within the standard of Grade IIsurface water environment, up to the requirement of first class protected water, that isconcentrated drinking water sources and for the protection of rare fish species. But certainitems such as coli and petroleum exceeded the standard in 1991-94; DO is a little too low.And that of NH3-N exceeded the standard of Grade II water by a big margin. As a wholewater quality of the Lijiang river is good, but the trend of the change of water quality revealsworse from Dahe section to Jingpinshan section, it was affected by the discharge of domesticwaste water and non-point rescue..

The Taohua River, the Xiaodong River, the Ningyuan River and the Nanxi River are notmeet the standard for Grade III water, after 1994, it is deteriorating along with thedevelopment of pollution. The index'of coli and petroleum seriously exceed the standard forGrade m water. The index of coli petroleum, CODE, BOD, NOrN and NHrN allexceeding the standard for Grade m in all tributes. The trend of the change of water qualityreveals that the water quality of the Xiaodong River and the Taohua River has beendeteriorating rapidly.

The total area of good and fairly god underground water in the surveyed area wasaccounting for 90% of the total. The area of fairly poor underground water was accountingfor 2.4% of the total, mainly distributed along Wucheng-Ximen Rice Flour Mill-brewery-,along No3 Pharmaceutical Factory-Wanfutan Dairy and Yaotou area.

The exiting monitoring data show that the supplying water quality on open cannel from

the Lijiang River is lightly polluted. The items of coli, petroleum and TN exceed the standard

of Grade II surface water environment, and the exceeding time respectively 22.8, 2.8 and

2.04.

At present, The lakes of Ronghu lake, Guihu lake and Shahu lake is seriously polluted.

The major items is coli, petroleum, TP, TN, N143-N, BOD5, DO exceed the standard of Grade

IV or V surface water environment, In particular the inlet of Lake Guihu, the oil, TP, TN,

NH3-N and coli are seriously polluted, the values respectively 36, 17.88, 12.22, 9.1 and 23.

The pollution of the lakes is basically of the following order: the Guihu Lake > the Ronghu

Lake > the Shahu Lake.

The assessment result show that The right dike on the section of the Lijiang River (the

part of Guilin City center) is been polluted serious than the center and the lift dikes. Thewater quality of Lijiang River on upstream (the Lijiang theater) is finer than on downsteam

(the Proboscis Mountain).

The TSI index (using Calson method) declared that the lakes all are eutrophic state, with

TSI(E) of 125 to 140.

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The water quality of project area is polluted seriously on lakes, the water of cannel is

lightly polluted, the water of outlet of the Lake Shahu has threatened the section of ProboscisMountain..

2. Solid wasteThe total amount of domestic refuse produced was 13 1,OOOt in 1993, of which 120,000t

was transported away and 65,000t treated to be harmless. Industrial solid waste in GuilinCity was well handled and under good management, because the adoption of the policy ofcomprehensive utilization. Impact of solid waste in Guilin is mainly caused by domesticrefuse. Because the capacity of harmless treatment is far from enough, its pollution to water, -

soil and the atmosphere, and lack of transporting capacity and transit stations is becomingmore and more outstanding. Besides, there is industrial solid waste.

3. Quality of atmospheric environmentThe average daily concentration of SO2 and NOx (in 1991-1994) was not exceeding the

standard for Grade I atmosphere and TSP not exceeding the standard for Grade n atmosphere.But the average daily maximum concentration of SO2, NOx and TSP was exceeding thestandard for Grade I and Grade n. The concentration of TSP was exceeding the standard forGrade II according the monitoring of the project's area in 1996, and the maximum exceedingrate was 80%/o. the quality of atmospheric enviromnent was good on the area of replenishmentproject.

4. Acoustic environmental quality of the Guilin regionTraffic and daily life noise are main environmental noise sources in Guilin. The road

equivalent noise intensity exceeded 3dB(A) for standard of 'Urban environmental noisestandard" during daytime, and the length of was 44.83km taking up more than 780/h of thetotal length of roads. The area where the average equivalent noise intensity exceeded 7OdB(A)during daytime was 8.06%; that exceeding 6OdB(A) 39.51%; that exceeding 55dB(A)68.95% in 1994. This was reveals that the noise pollution was serious in Guilin City, so noisewill have impact on people's life. The traffic and local noise was not exceeded standard onthe area of replenishment project by monitoring in 1996.

After assessing the potential ecological risk of heavy metals in the sediment by usingHakanson's methods can be drawn the conclusion: the Ef of As, Zn and Cr contained insamples taken from the ranges 5.6-21.1, 1.014.3 and 0.82-1.78 respectively, posing nopotential risk, the E'f value of Pb ranges from 6.65 to 27.25, just one point posting as mediumecological risk and Hg at all the points are medium ecological risk, with range from 18.0 to80.0. For the RI of all the heavy metals, the values found at the three lakes are less than 115,so the sediment of the three lakes is light contaminated, major pollutants being Hg, two pointhave medium pollutants.

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92 The factor of project's environmental impact

The negative impact of the project is basically during the construction of the project, ofshort term, reversible and local, while positive impact is basically during its operation, oflong term and extensive. So after the project is completed and put into operation the majorimpact will be favorable, though there will be local unfavorable impact.

1. Raised dust, foul smell and noise will have impact on the atmospheric quality andpeople's life. The laying of pipelines and the construction of water drawing tunnels, thecollecting and transporting of construction refuse will have much impact.

2 The discharging water of into lake will affect the Rong-Sha lake and the water of out

lake will affect

93 Assessment on environmental impact during its construction

This is a environmental treatment project involving intercepting industrial waste water,water replenishing,. It involves a large scale and will last a fairly long time. A number ofmachines shall be used and large amounts of garbage, backfilling earth, and constructionmaterial shall be piled for some time. So noise, foul smell, trffic jams, secondary pollutionand so on will affect the city's landscape and people's life.

1. Noise will be produced in different stages of construction. Measures should be takento avoid construction at night.

2. It is better to transport away sand and pollutants directly. Care should be taken inloading to avoid droppings and prevent pollutants from touch the ground. Construction shouldbe carried out in a civilized way to prevent secondary pollution.

3. Transportation should have covers and construction sites should have enclosures, andwater should be sprinkled on piled earth and bottom clay dug up so as to reduce the impact ofrised dust. Management should be strengthened to shorten the construction period.

4. Transportation needed for the construction should avoid rush hours so as to reduce itsimpact on the city's traffic.

5. Management of temporarily piled construction material and sediment should bestrengthened to reduce possible secondary pollution,

The above mentioned environmental impact is of short tern and reversible. Propermeasures can reduce it to the minimum degree.

9.4 Assessment on environmental impact during its operation

The project's environmental impact during its operation is mainly positive, manifested inits improvement of the water environment of the Lijiang River and Rong-Sha Lakes and theecoenvironment of the city. This will greatly improve the city's investment environment andpromote its economic development.I. Impact on the water environment of the Lijiang River

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At present, the Lake Rong-Sha is seriously polluted and is eutrophication lake. The items

coli, oil, TP, TN, NH3-N, and BOD5 all exceed the Grade IV or V of water quality standard,

and at the outlet of the Shahu Lake, the water quality is worse than the center and against side

of the Lijiang River, The above assessment show that the Rong-Sha lakes is affected the

Lijiang River.

After intercepting waste water, the amounts of reduce load of external pollution resource

of discharge into lakes are respectively BOD, for 1.2tId, COD 2.6tId, SS 22ttd, NH3-N

0.263ttd and TP 0.193t/d. After dredging sediment, the amounts of reduce loads of inner

pollution resource of three lakes are As 0.4t, Zn 1.05t, Pb 4t, Hg 5kg, TN 923t and TP 272t,

and reduce release amount of TP is 596.3gId, TN 8370g/d.

The amounts of reduce pollution load of external and inner resources can be calculated for

reduce amount of discharged into the Lijiang River.

The project cut its pollutants from the city's domestic waste water, playing an certain

role in protecting and improving the water environment and ecoenvironment of the Lijiang

River. According monitored, the Lijiang River has been affected the discharged water from

the three lakes. Prediction point out that the discharged water wilH not affect the water qualityof Lijiang River, and the water quality of outlet of Shahu Lake will be good, after operation ofthe project.2. Impact on the water quality of the Rong-Sha Lakes

-we used the data of Lake Dianchi to assessment on release of N and P of sediment ofthree lakes. The assessment show that the inner pollutants of load of amount of release of TPis 5963 g/d, TN 8370g/d, this is a seriously pollution for the three lakes.

The external pollutant load of the amount of the point load, the non-point load and

fishing all cut, the amount of this pollution load are zero after the project has completed. Thereduce amount include reduce amount of point pollution and non-point pollution loads plus

the reduce amount of pollution load fron river water.

With the developing of the city economy, the population and tour will increase, and the

industry will increase too, so the lakes Rong-Sha will became more and more seriously, if the

lakes were not treated and the pollution load will increase. According the plan of the Guilin

City, the amount of the waste water of the city on 2015 will be 3 times of 1994 year, and the

amount of domestic waste water will be 2.4 times. This prediction used 2.4 times of waste

water discharged into the lakes.

The data calculated point that the COD monitored in the Rong-Sha lakes is high, exceed

Grade IV of water quality standard, if the lakes can be supplied water from the Taohuajiang

River or the cannel of the Lijiang River, the water quality will be improved, but still need

dredging sediment.3. Impact on the city's ecoenvironment

Guilin City is a famous tourist city. The treatment project will improve the water qualityof the lakes, cut the inner and extemnal poDlution resource, and exchange the lake's water, socan improve the environment of the lakes and surrounding. thus basically solve heavy

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pollution areas of the city, especially the central part of the city and protect the landscape of

the city.

9.5 The environmental impact of building removal and inhabitants resettlement

This project of Rong-Sha lakes treating project just involved existing lakes, parks and

roads, has no building removal and inhabitants resettlement

9.6 Benefit of the Roug-Sha Lakes treating project

The Rong-Sha lakes treating project is a project that will improve the environmental

ecology, beneficial to people's health. The major benefit of the project is that it will solve the

problems of eutrophication and water quality serious from which the lake has been suffering

for many years. It will improve and landscape of the city, providing conditions for gathering

and treating industrial waste water along the lakes, so as to improve the environmental

quality of the down areas of the Lijiang River and the Proboscis maintain area, and people's

living conditions. The amount of waste water gathered and treated by the project will account

for 20000tWd. That will greatly reduce the pollution load of the Lijiang River for BODS

0.86t/d, COD 1.86tld, SS 1.58t/d and TP 0.13t/d, and greatly improve its water

environment.

The water quality will be improved, eutrophication will be controlled, the surrounding

will be improve and soul smell will be put out, and the tourism price of the city will be

grown during the operation.

9.7 Public participation

The public participation of the project involves the whole Guilin city, so the scope of theinvestigation carried out includedthe area along the construction of engineering project.

Institutions investigated included the People's Congress, the members of the politicalConsultative Conference especially fanners, ordinary inhibitions of the area affected by theproject.

The result showed that 90%1/ of the investigated people supported the construction of theproject, 95% of the inhabitants said they coultd understand the short impact of the

construction of the project, if the removal of the houses and resettlement of the inhabitants

are carried properly with proper policies, they will support the project of the prevail interest.

To sum up the Rong-Sha Lakes Treating Project of Guilin is an environmental protectionproject will bring remarkable environmental benefit, social benefit and economic benefit. The

project will impact environmental and inhabitants of the project's area during construction,

but the above mentioned environmental impact is of short term and reversible. Proper

measures can reduce it to the minimum degree acceding the EIA statement. The project's

environmental impact during its operation is mainly positive, manifested in its improvement

77

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of the water environment of the Lijiang River and its tributaries and the ecoenvironment ofthe city. This will greatly improve the city's investment environrnent and promote itseconomic development.

.71

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