DANANG PRIORITY INFRASTRUCTURE …documents.worldbank.org/curated/en/951871468141879459/...I...

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DANANG PEOPLE'S COMMITTEE DANANG PRIORITY INFRASTRUCTURE INVESTMENT PROJECT MANAGEMENT UNIT (PIIP-PMU) El 727 VOL. 1 ENVIRONMENTAL ASSESSMENT REPORT DANANG PRIORITY INFRASTRUCTURE INVESTMENT PROJECT PHASE IA * 4- L, -Dan IO"'IAgLls200 Daan O Augst- 2007=- Public Disclosure Authorized Public Disclosure Authorized Public Disclosure Authorized Public Disclosure Authorized Public Disclosure Authorized Public Disclosure Authorized Public Disclosure Authorized Public Disclosure Authorized

Transcript of DANANG PRIORITY INFRASTRUCTURE …documents.worldbank.org/curated/en/951871468141879459/...I...

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DANANG PEOPLE'S COMMITTEEDANANG PRIORITY INFRASTRUCTURE INVESTMENT PROJECT

MANAGEMENT UNIT (PIIP-PMU)

El 727VOL. 1

ENVIRONMENTAL ASSESSMENTREPORT

DANANG PRIORITY INFRASTRUCTURE INVESTMENT PROJECTPHASE IA

* 4-

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Daan O Augst- 2007=-

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DANANG PEOPLE'S COMMITTEEDANANG PRIORITY INFRASTRUCTURE INVESTMENT PROJECT

MANAGEMENT UNIT (PIIP-PMU)

ENVIRONMENTAL ASSESSMENTREPORT

DANANG PRIORITY INFRASTRUCTURE INVESTMENT PROJECTPHASE IA

CLIENT: DANANG PRIORITY INFRASTRUCTURE INVESTMENT PROJECTMANAGEMENT UNIT (PIIP-PMU)

PREPARED BY: SOCIAL AND ENVIRONMENTAL DEVELOPMENTJOINT STOCK COMPANY (SECO)

Danang, 10"' August, 2007

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Dolwang Prio ity Infiasti l/cture Investment Project EA, report - Phase I CI

I INTRODUCTION

1.1 Objectives of the Environmental Impact Assessment (EA) ReportDanang Priority Investment Project is a muliti-sectorial investment activities aim toreduce poverty and promote economic appropriately with Development Orientation ofthe city as well as Comprehensive Poverty Reduction and Growth Strategy (CPRGS).The objectives of the EA Report are to assess the potential environmental impacts ol'activities proposed in Plhase la and recommend needed mitigation and monitoringmeasures to address such impacts. Based on the Investment Report and EnvironmnetalAnalysis Report, the draft EIA was prepared to meet the project preparation requiremenitsof both Government of Vietnam (GoV) and the World Bank. Potential social impacts ofthe proposed Phase la activities are separately addressed in the Resettlement Action Plan(RAP) that was prepared for the sub-pro'ject.Safeguard Policies of the World Bank: In addition to procedures of environmenitalreview and approval of the GoV, the PIIP shall be prepared and implemented incompliance with environmental and social safeguard policies of the World Banlk. Basedon these safeguard policies, the PIIP has been classified as a Category A type pro ject clueto the potential to cause significant environmental impact if proper assessmzenit andmitigation measures are not applied. Specific Bank safeguard policies that were assessedduring the draft EA studv were:* Environmental Assessment - Operational Procedure / Bank Procedure 4.01 (OP ,

BP 4.01)* Natural Habitats (OP 4.04)

* Cultural Resources (draft OP 4.11 - OPN I 1.03)* Compulsory resettlemen (OP4. 12)Stakleholder Consultations: In accordance with the Bank's Operational Procedure (OP)4.01 and Decree No. 80/2006/ND-CP, two stages of consultations were conducted anddocumented. The first stage was conducted in April 2006 within predicted affectedpeople for 3 components in phase 1. The second stage of stakeholder consultations on theclraft EA was conducted from 10a' to 13th June, 2007. Documentation on theseconsultations is provided in Annex B.Public Disclosure: In accordance with Bank Procedure (BP) 17.50 and Decree No.80/'2006/ND-CP, completed EA must be available made to the public. 'rhe clraft EA willbe disclosed in Washington DC, the Vietnam Development Information Center (VIDC)in Haanoi, the Danang City People's Committee (CPC). the Danang Departmiient otNatural Resources and Environment (DONRE), the Project Management Utnits (PFIIs).oft-ices of the Wards related to project activities, and were accessible in a form, manner-and language intelligible to local non-government organizations (NGOs) and projectaftfected people (PAPs). Documentation of this public disclosure is also provided inAnnex B.

Xo.cial ond Environnmenial Developnent Joint1 Stock Compaqi' (SECO) ES-3

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DuI7fflng Prioriiv IY nrastructlure Investment Pr(oject E.* r'eport - Phase Ia

2 PROJECT OUTLINE

2.1 Project NameDanang Priority Investment Infrastructure Project (Danang PTIP)

2.2 Project OwnerDanang Priority Infrastructure Investment PMU

2.3 Summary description of Project activities

The projects will have 4 components:

* Conmponent A: Urban upgrading (Infrastructure upgrading for low income areas) -This component will help upgrading tertiary infrastructLre for low-income areas,provide resettlement housing and a micro-credit for housing improvements.

* Component B: Environmental Management - This component will invest iIIimproving environmental condition, including flood control. construction ofdrainage truLnks, wastewater collection as well as wastewvater treatment works.

* Component C: Roads and bridges for economic development - This componentwill provide new roads to enhlanice economic growtlh.

* Component D: Institutional development - This Component assists in eiihanicil-Iithe performance efficiency of the City's departments and sectors in theimplementation of the Socio-Economic Development Plan, period 2006 - '()1()and improving quality of infrastructure services.

2.4 Description of Phase laConipone t A - Urban UpgradinigIn this phase, 3 low income areas will be upgraded and 2 resettlement areas eill beconstructed. The proposed upgrading items are road system, lighting system, drainiagesystem, water supply, public relax place, markets .etc* Upgrading Thanhi Khe I and Xuan Hoa A LIA, Hoa Khe Ward, Thanh Klhe

District, the total upgrading area is some 34.88 ha;* Upgrading Thanh Khe 5 LIA, Thanh Khe Dong Ward, Thanh Khe District, the

total upgrading area is some 9.92 ha;* Upgrading Chau Thanh LIA, Nam Duong Ward, Hai Chau District, the total

tipgrading area is some 4.08 ha;* Upgrading Trung Tam LIA, Hai Chau 2 Ward, Hai Chau District, the toal

upgrading area is some 2.19ha.* Constructing Hoa Minh - Hoa Khanh resettlement area with total area of somile

4.25 ha;* Constructiing Hoa Quy resettlement area, Ngu Hanh Son District with total area ol

some 5.9 ha;* Constructing Thanh Khe Tay resettlement area with area of 5.1 8l1aComponent B - Environmental Mlanagement

The main items will be invested in phase la including;* Improving environment of the Phu Loc river, including dredging, constructioni of'

protective embankment, road and wastewater collection system on both sides ofthe river, lighting system and trees to create landscape in the area. Total length ofupgraded section is some 1.83km.

Social 7nd LEnvironmiental Developmeint Joitnt Stock CompanQ71 (SECO) 15-4

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Danncng Priority Infr astrulctclre Investment Project E; lleport - Phas.c 1o

* Constructing related primary and secondary drainage sewers for 2 proposed lowincome areas with total length of some lkm.

Component D - Institutional Developmenit- Sub-Component A: Urban Planning and Capital Investment Planning.- Sub-Component B: Urban Infrastructure Services NIanagement.

- Sub-Component C: Land and Housing Management.- Sub-Component D: Municipal Financial Management.- Sub-Component E: Policy Reform for Low income Housing.

3 Summary of existing natural and socio-economic conditions

3.1 Natural condition at project areasDanang has typically tropical monsoon climate, the annually average temperature isabove 25°C and annual average humidity is 82%. There are two obvious seasons inDanang including rainy season from August to December and dry season from January toJuly. Tidal regime of Danang sea is diurnal tide and irregtular half-diurnal tide.a. Air quialityv at project areasThe projects areas are mainly affected by high concentration of suspended particulates,the tested TSP values range from 5.1 to 49.2 mg/m3. These are many times higher thanthat of Vietnamese standards, especially at inner city roads such as Ong Ich Khiem roadand Nguyen Hoang road. Noise in residential and suburban areas are still low, except attraffic roads, tested noise varies ftrom 52 to 84 DBA. Other emissions such as NO,, So-,CO... are still below standards. However, residents at low income areas and along lPhuLoc river has been affected by odor, in which the most affected areas are those close toexisting city outlet such as at Dung Sy Thanh Khe bridge or at outlet near Clinic Centreat Tran Cao Van road.b. Suirface water qualityImproving the river environment of Phu Loc River is one of the key priority itemas inorder to improve the city life and is invested in the first period of the project.Phu Loc River is one of the main and big drainage channels in the city. It is origiMatedfrom the drainage channel connecting with West Lake and flows to Da Nang Bav throU-gestuary at Nguyen Tat Thanh Road, Thanh Khe Dong ward. The rehabilitated leng,th isabout 2 kilometers and the width of river is from 50 to 80 meters.T'he enivironment in Phu Loc River has been polluted not only due to domestic wastewater from the inhabitants along the river bands, but also due to the rubbish thrown bvth-e groups of the inhlabitants. This is a significant concern for a long time and has greataffection on the groups of the inhabitants along the river bank. According to testillnresults, the pollutant contents of Phu Loc river are highest at the middle and lowest at theoutlet. Waste water from Phu Loc river has been discharged into Danang bay alldcontaminated coastal water quality. The figure 4-1 presents water quality of I'huI I.ocriver.

Soc!itil c//d EIniro-onmentul Developtent Joint Stock Compalny (SECO) -

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Dtanang Priority Infrastructure Investment Project E.A report - Phase lIi

2500 -

2000

1 5 0 080 0 5 m gil

COD mg/I

I \SS mg/l1 00 0 -- -.-- -- -

5 0 - ---- ---.- ... .O o

NM2 NM3 NM4 NM5

Figure 3-1 Water quality of Phu Loc river during ebb-tidle, 5/2007

Noles:

NM2: sample taken at starting point of riverNNI3: sample taken at downstream of the city's drainiage outlet, near 29/3 'I'extilccompany.

NM4: sample taken at near Phu Loc river outlet.NN15: sample taken at Danang bay

Surface water at Hoa Quy resettlement area has not polluted, the polltutant contents arelower than that of standards.

c. Grouind water qtuality

Ground water from confined aquifer in project areas has good quality and could be usedfor domestic purpose, tested parameters are below standards. Physiochemical parameter-sof ground water from water table are lower than that of standard, however, colitorm aredetected from almost of testing samples (3/4 samples).

3.2 Socio-economic condition

Till the late year of 2005, the entire population of Da nang city is estimated about790,191 people, of which the total male is 384,806 people and the total female is 405.385people. The allocation of the inhabitants is concentrated on Thanh Khe district and FliaChau district. The rate of population growth in the citv in 2005 is 2.35%. of whichi therate of the natural population growth is approximately I . 18%.

According to data of socio-economic surveys in the project area, workers are 25.5%.small businesses are 26.4% and 21.2% are working for government office. The otherearns their living by hunting aquatic and agriculture productions or undefinded jobs.Unemployment rate is 8.4%. Before out of work, jobs of interviwees were nuLcldiversified. 3 0.8 % of which worked in services and 15.4% were staffs.

Based on those figures. 23.3% of the total households surveyed is considered poorhousehold according to the standard of Ministry of Labor, Invalids and Social Affair.

S)ocial and Environwewtal Development Joint Stock Companyu (SECO) 1•-()

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Danang Priority Injiastructure Investment Project L- trepolrt - IPha.se la

31.9% of poor households according to the poor standard of Da nang city. and 51.3')/o otthe poor household according to the poor standard that the project set before. The averageincome per capital is about VND 472,000 per month. In comparison with some citiessuch as Da Nang, the income level is relatively low.

4 Predicted potential environmental impactsPredicted potential impacts of project activities are summarized in the following table.

Social and Environmental Development Joint Stock Com7paniy (SECO) KS- '

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T)lu,;ui, liI'/j{)jI' Ifris uuc'ulit2CII-e Invesuen517 i77 PqwIJIot7 Enl',nni enn -1lle7v .Xssess,n7enf Report l___

Table 4-1. Summary impacts of project acivities

Pliases/ Activities Main pollution sources Major affected subjects Main impacts

Site clearance phase - Solid waste - People lost assets - Land acquisition will temporaiy impacte to life,

- Construction dust - People affected during living, business and spirit of some households

- Air emissions demolition - Site clearance creating difficult to local authorities in

- Noise and vibration - Local authorities stable living place of resident, job creating, job

- Waste water and runoff water - Air condition changing

- Water quality of Phu Loc river - Impacts from dust, air emissions. noise and vibration

- Soil condition to air quality are small due to the movement anddestruction carried out by area and normal speed andlow number of construction equipment- Partial flooding of waste water and storm run-offwater, water quality of Phu Loc river could be affectedby run-off water- The activities on pre-construction can makedestruction of surface ground and vegetation cover

Construction phase

1. Infrastructul-e - Solid waste - People lost assets - Impacts fiom dust, air emissions, noise and vibration

upgrading for LIAs - W'aste water and run-off water - People affected during to air quality are small due to the movement and

- Dust, air emissions and noise demolition construction carried out by area, method of

- Affected business constiuction is mainly manual, and low number of

- Local authorities construction equipment- Air condition - Partial flooding of waste wvater and storm run-off

- Water quality of Phu Loc river water. water quality of Phu Loc river could be affected

- Soil condition at resettlement by run-off waterareas - The construction of infiastrIcture at resettlement

- Traffic at transpor-tation r outes areas could make destruction of surface groulid and

vegetationi cover

- Traffic frequenc) at Nguyen Khuveni, Tran Cao Van,H-I yun h Ngoc I-lue, lAILI Quang Vu \\ould be incr-eased- 1eniporar-N interruption1 of water and electric supply

- S.afet\ labouLr

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I)Mu1ian 1'17i(-it 117 lruStcinre InvLestment Pl o/eci E.-I Iepoi, - Phiase la

2. Constructing sewage - Waste-from excavation - Inhlabitants living nearby - Estinated dust from excavation is about 83.8 - 8.380

system1 and Phu ILoc - DLust and air emission fiom constl-uction areas kg, this amount is relatively high

embaiknkmenits transportation and constructioll - College. school and textile - Estimated increasing contents of TSP, S02, NOx,

equipment company C0, VOC are 0,06, 0,15, 0,85, 0,43 va 0,19 1.g/m3

- Noise and vibrationi - Ai- condition respectively. TSP will be above standard, while other

- Domestic waste - Soil condition along Phit Loc air emissions contents are still lower than those of

- Leakage of residual oil and grease river standard. However, TSP content are already high in all

- Run-off water project areas

- Noise and vibration at construction areas are not very

high- estinated waste water volume and solid waste fromworkers are 10m3/ day and 100kg/ dav, respectively.

If waste vater discharges to Phu Loc river without pre-treatment, it would pollute water quality of the r iver- Traffic on Nguyen Tat Thanh road would be lightly

affected. But this affection vould be significanit at OngIch Khiemn and Nguyen Hoang and Dung Sy Thanh

Khe road- Waste water and run-off water would affect

significantly to water quality of Phuloc river and

nearby residential areas, especially in case of raining

together with high tide

3. Dredging sedimienit - sludge: 26. 320m3 - Water quality at Danang bay - Increasing turbidity level around dredging area

fi-om Phuc Loc river - sand: 65,900m3. - Air condition - Increasing pollutant from deposit sludge

- Air emission and odor - Bad odor would heavily affect to vorkers and

- Leachate inhabitanits

- Leakage oil and greases - Leachate from temporary sludge storage would affect

water quality of Phu Loc river- Leakage oil and greases from dredging equipmTentwvould affect water qualit\ of PhlL Loc river but it is

nepli2ible

S 'iI MOj/ I1V71e11 (MMC1(d1 I )C &1J) n l!1 J11o?1 f . I cLIl( l?7h)'1171I (SIL( (),

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I)OfIoog Pr,o-it)' Mil 'aLt1171r11re Investment Pr oject LA report - PNhse JIo

4. Accidental landslide of - Water quality of Phil Loc - In case of landslide happens, the tLirbidity of Phu IocPhu Loc river banks river of Danang Bay river would be sharply increased. Volume of deposit atdurin- construction river bottom would be increased accordingly.process - Tlle structure of existing works nearby accidental

area wvould be heavily affectedOperation phase

I Operation and - Odor during dredging and - Inhabitant living at - The enviromnent and infrastructLule condition atmaintenance maintenance of drainage sewers resettlement areas upgr-ading areas will be improved (positive impact)infrastructure system at - Domestic waste water and solid - Resettlement management - Concreting alleys would increase run-off waterlow income areas waste at resettlement areas Unit - toxic gases from sewers would affect to worker's

- Workers and residents nearby healthmaintenance and dredging areas - Generated domestic waste water and solid waste

from resettlement areas are estimated low and treatableand manageable.

2. Operation and - solid waste - fnhabitant living at - Total volume of solid Nvaste generated in Hoa Mini.maintenance of - wastewater and septage resettlement areas Hoa Quy and Thanh Khe Tay are 0.65, 0.67, 0.41resettlement areas - Resettlement management T/day respectively

nlit - Total wastewater volume generated in Iloa Mini,Hoa QLIY, Thanh Khe Tay are 156, 160. 99m3/drespectively'Volume of these wvastes are not high and could bemanaged

2. Operation and - Toxic gas and smell - O&M'l workers - Flooding reductioni for city (positive impact)maintenanice sewage - H{abitants surroundinig - Toxic gas and odor would affect to worker-'s healtisystem construction areas3. Phu Loc river in - Effluent from Phu Loc WWTP - Coastal water environmental - Impr oving dischargeable (positive impact)operation phase - Deposit capability in Danang baNv - Water environmenital recover (positive impact), it is

expected that the water quality Would be r ecovered asof 2003. theni BOD5 of the river Nwas 1 2-21 mg/i- EfLuenit from Phui Loc WWTP Would affect to wlaterqLIalit\ of Phu Loc ri\'er. BOD5 of this WWTP wouldbe 7''ri I. Nlixed BODS at ri\er outlet \would be'3.1 6mg/I. IhLus recei\ving efflueit fiom Phu Loc

ot(IVO/ f)II7f1 o, e t, )LO 1,P10 (i,9//t V1, J'o- ( 7ic1k17I11 (.\/L( (S()i 1.%S-

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D-LEng, Priority f ,: s tricture Investment Project EA report -- Phlase la

WW\TP would not affected to wvqter quality of Danangbay- In case of accident at Phu Loc WWTP, the wastewater will be discharged to Phii Loc river, results inslight pollution in the river, mixed BOD5 in this caseis 27.8mg/1, however this case is rarely happens.- Sand deposit is the major issue of Phu Loc riverduring operation, If this issue would not be solved, itcould affect to effectiveness of Phu Loc riverrehabilitation

NO) lf w I:d /1'11a1r nnuil / MCW'1 ?t' or 1(110! 51(1A 1 do.fv 1 ( n i ( FS F - I /

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Darning Prior ily Infirastruilctutre Investment Project En'iironlmenci l.4sses.s,enI Reportl

5 Environmental Management Plan (EMP)

In accordance with the Bank's OP 4.01, the draft EA provides an environmeintalmanagement plan (EMP) which is designed to:

(a) Identify the set responses to potentially adverse impacts;(b) Deter-mine requirements for ensuring that those responses are made el'fectivelyand in a timely mainer; and(c) Describe the means for meeting those requirements. The draft EMP will besubject to reviews by the GoV and the Bank and finalized to guide projectimplementation and operation.

5.1 Mitigation Aeasures

Based on the predicted Phase 1 environmental Impacts, appropriate mitigationmeasures are identified and described for each of the key project stages and types ofimpacts, including:Mitigation Measures during Detailed Design, including general design considei-ati(lns:design of drainage and sewerage systems; design of solid waste collection points:Mitigation Measures during Construction, including specific mitigation measuLresduring excavation and dredging activities;Miti,gation Nleasures During Operation, including drainage and sewerage systems.solid waste collection point: environmental nmitigation measures for the resettlemiielntsite.

Table 5-1. Summary mitigation measures

Phases/ Activities Main mitigation measures

Pre-coiistrtiction phase - Litmit maxilmlum land acquisition to avoid obiged resettlemlienltby selecting the optimal design option;- Assist affected people in moving and resettlement;- Safety labour;- Measures of distribute transport and transport warning;- Transporting construction waste quickly out off the area,- Sprinkl water on streets regularly;- Avoid to construct in rushl hours and night. A

Constructioni phase

I. Infrastructure upgrading for - Use low noise vehicle and equipment, and not to use oldLiAs equipment, which release toxic gas, regularly maintain vehicle

and equipment;- Collect and transport construction waste out off residential areaquickly;- Sprinki water on streets regularly;- Cover the transportation trunks;- Prepare temporaly water suLpply plan during constructioll:- Announce construction schedule to local authorities andhabitants;- Avoid constructing in rush houl-s and night.- Safety labour

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Daaung Priority Infrastructure Investment Prqoect EA r eport - Phase 1a

2. Constructing sewage system - Use low noise vehicle and equipment, and not to use oldC

and Plhu Loc embankmnents equipment, which release toxic gas, regularly mainitaini vehicleand equipment;- Collect and transport construction waste out off residential area

quickly;- Spray water on streets regularly;- Cover the transportation trunks;- Announce construction schedule to local authorities andhabitants;- Avoid to construct in rush1 hours and night.- Safety labour

3. Dredging sediment from - Dredg at a lower depth than the water level;Phuc Loc river - Do not store sediment in crowded residential areas;

- Use specific trunk to absort sand;- Select appropriate construction method;- Spray deodorant to the air;- Cover temporaly sediment store by canvas;- Announce dredging plan to local autlhorities and habitanits:- Avoid to construct in rush hours and night.- Safety labour- dredged sludged shall be transported and disposed at the cit' sdisposal site at l-loa Vang commune- Sand should be dried and reused to leveling embanlkmileint ofThanh Khe Tay resettlement area.

4. Accidental landslide of Phu - Calculate and apply consolidated embankment measure before

Loc river bankis durling excavation and construction;construIctioll process - Traini workers to deal problems;

- In case of splitting or sinking houses, the Contract hiave toannounce to local authiorities and bring necessary consolidatedmeasures to avoid more seriuos damages of people and property;- Safety labour

Operation phase

1. Operation and maintenance - Manage appropriately;infrastructure system at low - Announce dredging plan to local authorities and habitanits

incomne areas2. Operation and maintenance - Ventilate the sewage system before dredging;

sewage system - Announce dredging plan to local authorities and habitanits

3. Phu Loc river in operation - Calculate hydraulic to mitigate deposit capability;phase - Regularly dredg river gate;

- Train workers to repair problem instantaneously

5.2 Environnmental Monitoring and Reporting

Environmental monitoring will be conducted at the following four (4) levels:* Monitoring of project performance indicators;* Monitoring of implementation of mitigation measures done by the contractor;

* Community based monitoring; and

* Overall regulatoiy monitoring ofithe project.

Social and c 'Environmental Development Joint Stock Compan' (SECO) I .S- 13

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Daoialng Prioritv Infrasiructure Investment Project EA l epo,i- - Phoxe la

A set of monitoring indicators is proposed to assess the implementation at variousproject stages. These performance monitoring indicators will be agreed in the final EAreport, EMIP and Project Implementation Plan (PIP) as well as the findings andrecommendations of the Independent Safeguards Monitoring (ISM) Consultant to beappointed under the project. The PMU will prepare for the Bank bi-annualperformance monitoring reports, which will detail project progress with respect toagreed targets for environmental project performance indicators.

Table 5-2. Table of annual Environmental Monitoring Plan

Type of monitoring Frequency T'ask

Healthy indicators Once in ISMC shall collect data.corn mencemiientand once in end ofproject

Flooding situation Twice per- year (in ISMC shall collect data,rain season) these data will record in

GIS,

Quality of water (BOD5, COD, DO, SS, Twice per year, in IMSC shall carry outColiforn, Total N, Total P, oil and grease) both dry and rainy environmnetal

Samples shall be taken in both flood tide and seasons monitoring duringebb tide construction phase and in

next 2 Nears in operation(6 points of sampling: starting point of Phu Loc phaseriver, middle of river, downstream of Phu LocWWTlP's outlet, Danang bay aroulid the rivermouth, leachate from drying bed and atreceiving water body at city's disposal site)

Quality of sediment Pb, Cu, Zn, Cd, Hg, Cr6+, Twice per year, intotal P, total N both dry and rainy

Samples shall be taken in both flood tide and seasonebb tide

(4 points of sampling: starting point of Phu Locriver, dowinstream of city's sewer next to 29/3Textile Company, downstream of PhLi LocWWTP's outlet, Danang bay around the rivermouth)

Social anid Environmnenta/ Development Joint Stock Comn?panv (SECO/ AN- i-I

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Danang Priority Infiastructlure Investment Project EA ieport Phase la

Air environmnental monitoring: So2, CO, NO2, Twice per year IMSC shall carry- outPb (particulate and gas), TSP, noise, traffic enviromniietalfrequency inonitorinig dcurling

(08 samples should be taken at Ong Ich Khiewn, collerLtion pre ase,Dien Bien Phu, Ha Huy Tap, Tran Cao Van/ wllenevei reoeiveDung Sy Thanh Khe, Nguyen Tat Thanh, LuLI coplain from LIAQuang Vu, Nguyen Khuyen roads, at cross ISMC shall inonitor ansection between EC road and new access road air sample at city'salong Phu Loc river, I sample at each roads) disposal site dluring

I sample at city's disposal site, monitoring construction phase anid inparameter: H2S, CH4, C0 2, NOx (the location next 2 years in operatioof disposal site has not approved yet, so the phaselocation of this sample will be difined later byISMC)

Migitation measures monitoring Monthly for CMC shiall inornitorcomponent A according to ISMIC'

Every 3 inontlhs guidancefor component B

Community Environmnetal Management Plan Monthly/weekly Community mon0itolilln(CEMP) unit shiall m01onitor

Total of samples during construction phase is 100 samples, in which 36 water samples.24 sludge samples, 40 air samples.Total of sample during operation phase is 84 samples. in which 48 water samples, 32sludge samples, 4 air samples.

5.3 Project Organtization for En vironmiental Managemient SystemThe draft EA recommends an organizational and systematic approach towards alnenvironmental management system involving the following key project stakeholdersand responsibilities:Project Management Unit (PMI): The PMU has the overall responsibility toimplement and monitor the EMP. Assisted by the ISM anbd CMC consultants, thePMU will monitor and report on the implementation of mitigation measuL-es durinIg theconstrctor's construction works. The proposed PMU staffing organization will includeat least one environmental mitigation and monitoring specialist.Community Representatives: At the sub-project's teriary and household connectionlevels, community representatives will be encouraged to monitor environmenltalsanitation conditions in their areas.Construction Management Consultant (CMC): The main tasks of CMC are monitoringbasic construction practices and procedures, including Standard Operating Procedurl-s(SOPs) for mitigating environmental impacts as described in the draft EA.Independent Safeguards Monitoring (ISM) Consultant: The ISM will be responsiblefor monitoring EMP implementation activities and ensuring that agreed envirolnllmelntaland social safeguard policies oif the GoV and the Bank are applied and monitored.

Social and En,viron,newtal Development Joint Stock Company (SECO) 1;1-15

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Danang Priority 1 Intlstiructure Investment Project E. repo t - Phasc Ica

5.4 Capacity Developmenit and TraininigNeeded training on how to implement effective environmental monitoring, mitigationiaiand reporting measures and systems will be provided to key stakeholders (PMU,contractors and community representatives) based on the actual project neecds, rolesand responsibilities.

5.5 BuidgetRequirementsfor Environnmental Aaniagement, MIkitigation (a11

Mlonzitoring

A summary of the proposed budgets for recommended CCESP environmentalmanagement, mitigation and monitoring measures is presented in Table 5-3.

Table 5-3. Estimated Budget Costs for EMP Implementation (in USD)

Description Proposed Budget Source of BudgetI Implementation of Costs included in constructioll Loan proceecis

Mitigation Measures contracts2 Environmental 4,800 Loan proceeds

Training of PMUs,communities etc.

3 Mornitoring cost 17.000 Loan proceeds4 Independent 20,000 Loan proceecds

Safeguards MonitoringC'onsultant (ISMC)

5 Environmental Costs included in Supervision Loan proceedsMonitoring by CMC Contract

Total 41,800

Note: Proposed budget costs excllulce VAT, conlingency) andc7 escalationi costs.

6 Public consultation and disclosure

Community Consultants were conducted to collect suggestions of Ward People'sCommittee, Ward Fatherland Front and affected people. Base on these surveys,preliminary information of existing infrastructure, solid waste management in thewards, possible environmental impacts of project were collected. Most of people in thewards had no suggestion except impacts of dust, noise, pollution because of waste andwaste water o several wards. Affected people accepted possible impacts and proposedmitigation measLires. Suggestions of mitigation measures from comm un Itconsultatiolns was reflected in the section: Impact assessment and proposed mitigationmeasures.

Socitl/ antd Environmental Development Joint Stock CompanY (SECO) IS- I 6

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Datnang Priortity, hiJinastruclure Investment Project Environmental .Assessnment Repol /

TABLE OF CONTENTI

I INTRODUCTION 3I.1 Objectives of the Environmental Impact Assessment (EA) Report 32 PROJECT OUTLINE 42.1 Project Name 42.2 Project Owner 42.3 Summary description of Project activities 42.4 Description of Phase la 43 Summary of existing natural and socio-economic conditions D

3.1 Natural condition at project areas 53.2 Socio-economic condition 64 Predicted potential environmental impacts 75 Environmental Management Plan (EMP) 125.1 Mitigation Nleasures 125.2 Environmental Monitoring and Reporting 135.3 Project Organization for Environmental Management Svstem 155.4 Capacity Development and Training 165.5 Budget Requirements for Environmental Management, Mitigation and Monitoring 166 I'ublic consultation and disclosure 1 61 PROJECT INTRODUCTION 1 11.1 Background of the project II1 .2 Environmental policies and legislation I.21 .2. 1 Environmental Management 1.21 2 2 Envi-onmental Laws and Standards related to the project 1 .1 .2.3 World Bank safeguard policies to be addressed in the EA 1 .31 3 Environimental Assessment implementation 1 .42 SUMMARY DESCRIPTION OF THE PROJECT 2. I2. Name of the Project 2.12.2 The Client 2. I2.3 Geographical location of Danang city 2.12.4 Summary description of phase la 2-32.4.1 Component A - Urban Upgrading 2-32.4.2 Component B - Environmental Management 2-32 4 3 Coimponent D - Institution Development 2-32.5 Suinmary description of phase l b 2-52.5.1 Component B - Environmental Management 2-52.5.2 Component C - Roads and Bridges for Economic Development 2-52.6 Sulimmary description of phase 2 2-52.6.1 Component A - Urban Upgrading 2-52.6.2 Component B - Environmental Management 2-52.6.3 Component C - Roads and Bridges for Economic Development 2-52.7 Implementation schedule of the project 2-3 ALTERNATIVES OF THE PROJECT 3-13.1 Without the project sitLation 3-I3.2 Upgrading alternatives of tertiary infrastructure for LlAs 3-13.3 Alternatives of Phu loc river rehabilitation 3-83.4 Alternatives of constructing resettlement areas 3-144 EXISTING NATURAL AND SOCIO-ECONOMIC CONDITION 4-14.1 Natural condition 4-14.1.1 Topography and soil condition 4-14.1.2 Climate condition , 4-1

Social ancl Envirownental Development Joint Stock Company (SECO)

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Danang Priority Infrastriuctuire Investment Project El repOrt - Phaise /a

4.1.3 Tide regime 4-14.1.4 Existing air condition at project areas 4-24.1.5 Existing water environment at project areas 4-34. 1 .6 Fauna and flora condition, natural habitat 4-84.2 Socio-economic condition 4-1 04.2.1 Population 4-104.2.2 Culture and education 4-1 04.2. 3 Public health and safety 4-Il4.2.4 Occupation and income 4-I I4.2.5 Economic structure 4-1l4.2.6 Tourism 4- 135 Environmental impacts assessment 5-l5.1 Positive impacts > 85.2 Impacts during site clearance 5-85.2.1 Pollution sources 5-85 .2 Affected subjects and extent of impact 5-I )5.2.3 Impacts assessment 5-1 05.3 Impacts during constructioln phase 5-1 25.3.1 Impacts during constlIuctioln of component A - Ur ban Upgrading 5- 1 25.3.2 Impact during construction of component B - Environmental management 5-1 95.3 .3 Impacts duLiII operation and mainitenlance phase 5-315.3.4 PollutionI generated in operation and maintenance sewage systeim 5-335.3.5 Phu Loc river in operation phase 5-345.4 Impacts to cultural properties 5-3(6 NMIitigation measuires 6-l6.1 General principles: (-I6.2 Mitigation measul-es during site clearance 6-46.3 Mitigation measure during construction phase 6-66.3 .1 Mitigation measures durinig construction of Component A - Urball upgradinug 6-66.3.2 Mitigation measures during construction component B - Enviro-nmenital Managemient

6-96.3.3 Mitigation measures for preveniting accidential landslide of Phu Loc river banks 6-I .6.4 Mitigation measures during operation phase 6-136.4.1 Mitigation measures during operation of component A - Urban Upgrading 6-136.4.2 Mitigation measures during operation and maintenance of drainage system 6-i46.4.3 Operation phase of Phu Loc river 6-1 47 Environmental management and monitoring plan, 7-17. 1 Environimental management plan 7-I7.1 .I Project performance indicator 7-17. 1 .2 Monitoring implementation of mitigation measure 7-17. 1 .3 Community environmental management plan (CEMP) 7-27.1.4 Overall regulatory monitoring 7-27.1 .5 Project organization for environnmental management and monitoring 7-27.2 Contingency Plan 7-77.2. 1 Ricks identifications 7-77.2.2 Content of the Contingency Plan 7-87.3 Monitoring program 7-)7.4 Capacity development and training 7- i .7.5 Budget requirement for environmental management, mitigation and monitor-ing 7-I58 Public consultation and disclosure 8-18.1 Recommendations of Ward People's Committee and Fatherland Front 8-I8.2 Recommetndations of affected people 1 8-2

Social anal Environmental Development Joint Stock Company (SECO) S-iI

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Danang Priiority Infrastructure Investment Project EA report Phase Io

8.2.1 Results of the first consultation 8-28.2.2Results of the second public consultation 8-'9 References and assessment approach 9-19.1 References 9-19.2 Assessment approach 9-I9.3 Limit and reliability of environmenital assessments 9-210 Conclusions and petitions i(-110.1 Conclusions I 0-I10.2 Petitions 1)0-I10.2.1 6

SNCoia/ (ond Environmental Development Joitit Stock Company (SECO) AS

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Danang Priority Infrastructure Investment Project E.-l lrepor t Ph1.ase la

LIST OF TABLES

Executive summaryTable 4-1. Summary impacts of project acivities ................................ 8Table 5-1. Summary mitigation measures ......................................................... . .... ITable 5-2. Table of annual Environmental Monitoring Plan ....................... 14Table 5-3. Estimated Budget Costs for EMP Implementation (in USD) ............... 16

Main reportTable I - I National Standards on Water Quality ............................................................ I .3'Table 1-2 National Standards of Noise ..................................... 1.3Table 1-3 National Standars on Air Quality .................................. 1.3Table 1-4 List of personnel .............................................. 1.4Table 3-1 List of infrastructure investment in Thanh Khe I - Xuan Hoa A LIA ........ 3-ITable 3-2 List of infrastructure investment in Thanh Khe 5 LIA ....................... 3-'Table 3-3 List of infrastructure investment in Chau Thanh LIA ........................................ 3 3-Table 3-4 List of inl'rastructure investment in Trung Tam LIA ...................... 3-3Table 3-5 Comparision of alternatives for PhLi Loc river rehabilitation ...................... -Table 4-1 Danang area, average population and density of population ............................ 4-A1 (Table 4-2 GDP structure of Da Nang (%) .......................................................... 4- 1 3Table 5-1 Summary of main impacts ............................................................ 5-''fable 5-2 Quantity of construction in LlAs ..................................... 5-STable 5-3 Summary of construction volumes in LlAs ...................................................... 513Table 5-4 Summary of construction quantity in resettlement areas .................. 5-17Table 5-5 Estimation of excavation and filling volulmies .............................. 5-2('rable 5-6 Estimated air emission from transpor-tationi vehicle .........................................-Table 5-7 Predicted Noise Levels from Constructioni Velicles and Equipmlnelnt ............... 5-23Table 5-8 Quiality of dredged sediment in Phu Loc river ................................................ 2 5-9)Table 5-9 Grain size of dredged sediment from Phui Loc river ......................................... 5-_Table 5-10 Estimated volume and pollutant loads from resettlement areas ........... >32........... 5-3Table 6-1 General Environmental Impact Mitigation Measures .................... 6-2Table 7-1 Table of annual Environmental Monitoring Plan ....................... 7-9T1'able 7-2 Environmental Training Program ............................................................ 7-13Table 7-3 Estimizated Budget Costs for EMP Implementationi (in USD) ........................... 7-15

Social and Environnmental Development Joitnt Stock Company (SECO)

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lDancing Priority Infi astructute Investment Project EAl report - Phase Jo

LIST OF FIGURES

Figule 2-1 Danang position map .............................................. .Figul-e 2-2 Location map of project areas for phase I a ...................................................... 2-4Figul-e 2-3 Implementationi schedule ................................ ____ _ 2-6Figure 3-1 Plan of Thanh Khe I + Xuan Hoa A LIA ....................................................... 3-4Figure 3-2 Plan of Thanh Khe 5 LIA .......................................................... 3-5Figure 3-3 Plan of Chau Thanh LIA ....................................... 3-6Figure 3-4 Plan of Trung Tam LIA .......................................................... 3-7Figure 3-5 Plan of alternative for Phu Loc river and access roads ................................... 3-10Figure 3-6 Cross section alternatives of Phu Loc riiver .................................................... 3-1 1Figul-e 3-7 Alternatives of Phu Loc outlet .......................................................... 3-1 2FiguL-e 3-8 Plan of Hoa Minh resettlement area .............................. 3-17Figure 3-9 Plan of Hoa Quy resettlement area ............................... 3- i 8Figul-e 3-10 Plan of Thanh Khe Tay resettlement area ......................... 3-19Figule 4-1 TSP in project areas (mg/m3) .......................................................... 4-2Figure 4-2 Value of COD va BOD in Phu Loc river after years ....................................... 4-4Figure 4-3 Water quality of Phu Loc river duLring ebb tide, 5/2007 .................................... 4-5Figure 4-4 Sampling location map ........................................ 4-7Figul-e 4-5 Areas of proper exploiting of ecosystems and organism resources inshor e Danangcoast .............................................................. 4-9FiguL-e 5-1 Phu Loc river outlet .......................................... 5-36Figure 7-1 Project Organizational Structure for Environimental Management .................... 7-3Figure 7-2 Map of Monitoring location .................................... 7-12

Social and1ff Environmental Development Joitnt Stock Company (SEC O) I .S-1

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Danang Priority Infrastructture Investment Project EA l eport - PIase la

1 PROJECT INTRODUCTION

1.1 Background of the project

Danang PIIP was approved at the decision no 31/QD-TTg dated 10/01/2007 by thePM on thie project and program list asking for the WB fund period 2007-2010including Danang PIIP with an IDA amount expected to be about 100,000,000 USD.The project is an interdisciplinary infrastructuLre investment activitity aiming to redLucepoverty and promote economic development in accordance witll the city'sDevelopment Orientation as well as Comprehensive Poverty Reduction and Gro\\thStrategy (CPRGS). Danang PIIP is a multi-sector project with 4 main components:

* Conmponent A: Urban upgrading - This component will help upgrade tertiaryinfrastructLre for low-income areas (LIAs), provide resettlement housing and L

micro-credit for housing improvements.* Compol2ent B: Environmental Management - This component will invest in

improving environmental condition, including flood control, constrLuction ofdrainage trunks, wastewater collection as well as wastewater treatmelnt work-s.

* Conzponeltt C: Roads and bridges for economic development - Thiscomponent will provide new roads to enhance economic growth.

* Componenit D: Institution Development - This Component assists in enhancingthe performance efficiency of the City's departments and sectors in theimplementation of the Socio-Economic Developmenlt Plan, period 2006 - 2010and improve quality of infrastructuLre service.

Four main components of the project were proposed to be clevided into several sub-components included in a multi-sectoral investment programme with anl IDA amilouLitexpected to be about 100 millions USD of the total investment of about 166 millionisUSD. The Project investment is proposed to be divided into 2 phases: Phase I wvith anamouLnt of some USD 98 millions and Phase 2 with a total amount of USD 68millions.

The Report on Construction Investnment Project (CIP) has been prepared fromFerbruary to October, 2007. This Environmental Assessment Report is part of CIP andlimited to proposed Phiase la activities as well as designed to meet the concurrentrequirements of the World Bank and the Government of Vietnam. The EA will assesspotential environmental impacts from project activities during implementation andoperation, propose measures needed to mitigate, manage and monitor potentialenvironmental impacts. In addition to avoiding or minimizing impacts from tlleplanning stage, the objective of the EA is to help improve overall performance andbenefits of the proposed project. Social impacts are separately addressed in theResettlement Action Plan (RAP) prepared for the project. EA1 of Phase lb ct7idStt;n,nctry EA Reportbifr wvhole Pro/ect wvill be presenitecd in separate Reports.Some documents and information source used to prepare the EA include:

- Danang PIIP Environmental Analysis Report, prepared by VIWASE, October.2006;

SoCitl/ C,,141 aniL LNvIio11eo17et Development Joinlt Stock ComipaoiY (SEC(O) I/

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Dancing Priority Inhfiastructhre Investment Project EA- Jeport - Phase / (

- Danang PIIP Investment Report, prepared by VIWASE, October, 2006;- Report on assessment and mapping of LIAs, prepared by ADCONI, July. 20(06- Environmental and Social safeguard policies of World Bank ;- Environmental legislations, regulations and standards of Vietnam GoV;- Findings from the field trips to the Project areas;- interviews, workshops, correspondences xvith officials of WB, URENCO.

Department of Natural Resources and Environment (DONRE), People'sCommittee of relevant Districts and Wards.

1.2 Environmental policies and legislation

1.2.1 Environmental Management

At national level, environmental management in Vietnam is lead by the Ministr-y for-Natural Resources and Environment (MONRE) with the following key tasks andfunctions:

* Direct and supervise the implementation of environmental protectioinregulations, programs and projects as assigned by the governmuent;

* Establish and uniformly manage the national environmental monitoring svstem;summarize and process data from environmental monitoring and regularlyassess the environment to forecast the environmental changes;

* Appraise EA reports submitted for proposed projects; regulate environmentalstandards and manage the licensing, standards and certification svstems inaccordance with culTent laws;

At provincial level, the Department of Natural Resources and Environment (DONIRE)is legal body responsible for environmental regulation during project construction andoperation. In addition, according to new regulation, to support DONRE,environmental management were decentralized to district level or could be authorizedto commune/ward level.

1.2.2 Environmental Laws and Standards related to the project

A summary of key national laws governing environmental managemient of concern,tothe project include but are not limited to the following:

* Law on Environmental Protection dated 29"' November, 2005.* Decree No. 80/2006/ND-CP dated 9th August, 2006 on detailed regulation and

implementation guidance for some clauses of Law on EnvironmentalProtection.

* Circular No. 08/2006/TT-BTNMT dated 8t' Sepember, 2006 on guidance ofstrategic environnmental assessment, environmental impacts assessment andcommitment to environmiental protection.

* Decree No. 91/2002 (I1 t"' November, 2002) on the Mandate, Organization andFunctions of MONREE.

* Decision No. 45/QD-TTg (21nd April, 2003) oni establishing provincialDepartment of Natural Resources and Environment (DONRE).

Ž,oc(lll ti(i lUEnvironmntlCIitO Dev el/opment Jointt Slocrk Comipanli. (SI-C(()) /

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1)<mang Prioril/v Infrastructure Investment Project EA repoir - Phase Iai

MONRE Decision No. 35 / 2002 / QD-BKHCNNIT on standards to be appliedduring the preparation of an Environmental Assessment (EA).

Danang PIIP is a multi-sectorial on outspread area of the city so that it related to manvenvironmental standards. Standard of water environmental, noise and air related to theProject are listed on Table 1-1, 1-2 and 1-3 as below:

Table 1-1 National Standards on Water Quality

No NameTCVN 5294-1995 Water quality - Principles for choice and quality assessment of water

souices for drinking and household water suIpplyTCVN 5524-1995 Water quality - General requirements for protecting surface water

against pollutionTCVN 5525-1995 Water quality - General requirements lor protection of undergroulild

waterTCVN 5942-1995 Water qualitv - Surface water quality standards;TCVN 5943-1995 Water quality - Coastal water quality standardTCVN 5944-1995 Water quality - Ground water quality standaid

Table 1-2 National Standards of Noise

No NanieTCVN 5948-1999 Acoustics - Noise emitted by accelerating road vehicles - permitted

maximum noise level

TCVN 5949-1998 Acoustics - Noise in publish and resident areas - maximlumn permittedlnoise level

Table 1-3 Natioiial Standars on Air Quality

No NameTCVN 5937-1995 Air quality - Ambient air quality standardsTCVN 5938-1995 Air quality - Maximum allowable concentration of hazardous substalnce

in ambient airTCVN 5939-1995 Air quality- Industrial emission standards- Inorganic Substances and

dusts

TCVN 5940-1995 Air quality - Industrial einission standards - Organic substances

1.2.3 World Bank safeguard policies to be addressed in the EA

In addition to environmental review and approval procedures of the Government ofVietnam, the PIIP must be prepared and implemented in accordance with the WorldBank's environmental and social safeguard policies. Based on these safeguardpolicies, the PIIP was classified by the Bank at its conceptual stage of preparation as aCategory A type project. A proposed project is classified as "A" if it is likely to havesignif'icant adverse environmental impacts that are sensitive, diverse or unprecedented.These impacts may include an area far wider than the physical works. An EA for aCategorv A project examines the project's potential negative and positiveenvironmental impacts, compares them with those of feasible alternatives (includ in

SoCia/l //7ad 1liroinoaoe/a/l Development Joint Stock Conpain (SEC(O,) I 3

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Denong Prioritv Infrastructure Investment Project Ek.i report - Pheise I a

the do nothing option) and recommends any measures needed to prevent, minimize.mitigate, or compensate for adverse impacts and improve environmental performance.

Based on a review of the sub-project area and proposed activities, application of thefollowing World Bank environmental and social safeguard policies were assessedduring the EA process:

* Environmental Assessment - Operational Procedural/ Bank Procedure 4.01(OP/BP 4.01):

* Cultural Resources (OP 4.1 1)* Compulsory resettlemnen (OP4. 12)

Stakeholder Consultations: In accordance with the Bank's Operational Procedure (OP)4.01 and Decree No. 80/2006/ND-CP, two stages of consultations will be conductedand doctumented. The first stage was conducted in April 2006 with people predicted tobe affected by the project's 3 components in phase 1. The second stage of stakeholclerconsultations on the draft EA was conducted from 10tl' to 13th June. 2007.Documentation on these consultations is provided in Annex B.Public Disclosure: In accordance with Bank Procedure (BP 4.01) and Decree No.80/2006/ND-CP, completed EA must be made available to the public. The draft l.Awill be disclosed in Washington DC, the Vietnam Development Information Ceniter(VIDC) in Hanoi, the Danang City People's Committee (CPC), the [)anangDepartment of Natural Resources and Environment (DONRE), the PIIP P'rojectManagemrent Unit (PMU), offices of the Wards related to project activities, antd wereaccessible in a form, manner, and language intelligible to local non-gover-nmllelntorganizations (NGOs) and project affected people (PAPs). Documentationi of thispublic disclosure is also provided in Annex B.

1.3 Environmental Assessment implementation

The Environmental Assessment Report of Danang PIIP was prepared by Social andEnvironmnental Development Joint Stock Company (SECO)* Consultancy: Social and Environmental Development Joint Stock Company

(SECO)* Director: Nguyen Xuan Doan* Address: 54/12 Dao Tan Street, Ba Dinh District, Hanoi

The staffs that took part in the project implementation and preparation of EA Reportare as follow:

Table 1-4 List of personnel

No Name PosititionI Nguyen Xuan Doan Environmental specialist2 Vu Thu Huong Environmental specialist3 Pham Quang Phuc Environmental specialist3 Nguyen Manh Phuc Environmental specialist4 Nguyen Hoang Linh Environmental specialist5 Nguyen Khanh Hoa Social specialist

Social and E,nti'ronotL'newl Dev'elopmnent Joinl Slock ConmpanvY (SC()) /4

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D)C1a177ng Prioritv Inficastructure Investment Project EA. repori- - Plhcase Ia

2 SUMMARY DESCRIPTION OF THE PROJECT

2.1 Name of the Project

Danang Priority Infrastructure Investment Project (PIIP)

2.2 The Client

Danang Priority Infrastructure Investment Project Management Unit

* Director: Nguyen Tan Lien

* Adress: 54 Thai Phien, Hai Chau District, Danang city

* Phone: 0511 562 677 -562679, Fax: 0511 562678

2.3 Geographical location of Danang city

Danang lies on the coordinates of 15055'22" Northern latitude and from 107018'20"to 108(20' Eastern meridian. The city is bordered by Thua Thien Hue Province in theNorth, Quang Nam Province in the South and West and South China Sea in the East.The location map of the City is presented in Figure 2-1.

Danang city locates in the middle of Central Vietnam, next to highway No. I - theSouth - North transportation axis. The highway 14B connects Tien Sa, Lien Chieuseaports with the Central Highland and, in the coming future, with Trans-Asia roadthrough Laos, Northeast Cambodia, Thailands. and Myanmar. Danang is one of theimportant gateways to the sea for the Central Highland and Northeast Asia coulltries.The city is bounded by Truong Son Mountain in the North and Phuoc Tuonlg Moutainin the West. The Han river crosses the city and divides it into two parts: the main cityand Son Tra peninsula.

.Scial (11(d1 rEn'ironlneiol Developmnenl JOni7 Stock CompanY (SE(O) 2 1

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1 I

' e

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DaBiaing Priorilv Infrastructure Investment Project LEA report - Phase I u

2.4 Summary description of phase la

2.4.1 Component A - Urban Upgrading

In this phase, 3 low income areas (LIAs) will be upgraded and 2 resettlement areas willbe constructed and the work includes:* Upgrading IIAs Thanh Khe 1 and Xuan Hoa A, Hoa Khe Ward, Thanlh Klhe

District. The total upgrading area is some 34.88 ha and the items proposed to beupgraded are road system, lighting system, drainage system, water supply.

* Upgrading LIAs Thanh Khe 5, Thanh Khe Dong Ward. Thanh Khe District. Thetotal upgrading area is some 9.92 ha and the proposed upgrading items includeroads, drainage sewers, public lighting system, water supply system and publicrelax place.

* Upgrading LIAs Chau Thanh, Nam Duong Ward, Hai Chau District. The totalupgrading area is some 4.08 ha and the proposed upgrading items are road systemslighting system, drainage system, water supply and Ma Voi market.

* Upgrading Trung Tam LIA, Hai Chau 2 Ward, I-lai Chau District. The totalupgrading area is some 2.19ha, the proposed upgrading items are roads, tertiaLrVdrainage system, water supply system, public lighting.

* Constructing Hoa Minh - Hoa Khanh resettlement area with total area of somiie4.25 ha. This resettlement site is for affected families trom Lien Chieu and ThallhKhe districts,

* Constructing Hoa Quy resettlement area, Ngu Hanh Son District withl total area ol'some 5.9 ha. This resettlement site is for affected families from Soani 'I'ra, NguHanh Son and Cam Le district.

* Constructing Thanh Khe Tay resettlement area, Thanh Khe district with total areaof some 5.1 8ha. This resettlement site is for affected [amilies from Thainh Khe andl-lai Chau districts.

2.4.2 Component B - Environmental Management

The main investment items in phase la include:* Improving environment of the Phu Loc river: the works to be done inclucle

dredging, construction of protective embankment, access road, liglhting system.i,growing trees to create landscape in the area, installing wastewater collectionisystems on both sides of the river and connecting them to the Phu Loc waste -watertreatment plant (WWTP). Total length of upgraded section is some 1.83 kiln.

* Constructing related trunk drainage sewers for 2 proposed LIAs with total lelngthiof some 1km.

2.4.3 Component D - Institution DevelopmentIn addition to investments in upgrading and building technical infrastructure wor-ks(Componient A, B, C), Danang PIIP also attaches special importance to supporting thiecitt in institutional reforms and development within the framework of an institUtionialdevelopment component which consists of 5 sub-components.Location map of projects areas for phase la is presented in figure 2-2.

.;oci71 1c1l Envi/ro07meontal Development Joint Stock Company (s550 -Co

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Dana/ng P'rioirtv Infi-astructure Investment Project EA report - Phase I u

Figure 2-2 Location map of project areas for phase la

DA NANG BAYV!NH DA NANG -- s -if

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Danang Ptriorii'v Ifiastruzctutre Investment Poloect El report Pha.ie la

2.5 Summary description of phase lb

2.5.1 Component B - Environmental ManagementIn this phase, the project investments will be made in:0 Constructing and rehabilitating main drainage and sewage system in Lien Chieu.

Son Tra districts, installing wastewater collection sewers for 4 existing WWTPs.Besides, the investments in constructing additional tertiary sewers and houseconnections will also be made.

2.5.2 Component C - Roads and Bridges for Economic DevelopmentIn phase lb, Nguyen Tri Phuong - Hoa Quy link road will be constructed. The beginning,point of the route shall be directly coinected to Nguyen Tri Phuong road at 4-wavcrossroads intersecting Cach Mang Thang 8 road, ending at Km6+344 Tran Dai Nglhiaroad. The total length of the road is 6,850m and the cross section is 25m. Three bridgesnamely Nguyen Tri Phuong bridge, Tung Lam bridge and KhLle Dong bridge will beconstructed with some 1.2km total length and 19m width.

2.6 Summary description of phase 2

2.6.1 Component A - Urban UpgradingIn phase 2, investments will be made in upgrading the remaining 10 LIAs with a totalarea of 233.73ha. The items proposed to be upgraded include road systems. drainagesystems. water supply (including service pipelines and household conlnections), publiclighting, public relax places, kindergartens, healthcare stations, markets and commlunitvhouses.

2.6.2 Component B - Environmental ManagementIn this phase, the project investments will be made in constructing additional sewer-s(tertiary and household connection), upgrading pumping stations, drainage and sewageintfrastructLire, constructing secondary WWTP in Hoa Xuain and related puImlpinlg statiolnsand nmain pipelines from the existing Hoa Cuong and Ngu Hanh Son WWTPs to l-OaXuan1 WWTP as well as constructing long sea outfalls for Phu Loc and Son Tra WWTI's.Besides, related primary and secondary drainage and water supply systems for LJAs willalso be constructed.

2.6.3 Component C - Roads and Bridges for Economiiic DevelopmentIn phase 2, constructed will be the South city road whose route lies in the East-westartery. Thle road's shall begin at Km939+563.6 of the National Highway IA, and enid atKrm7+100 of Tran Dai Nghia road. Total length of the road is 5.lkm while the cIosssection is 24m.

2.7 Implementation schedule of the projectT'he implementation schedule of the project is in figure 2-3.

.S,Ciil (1/ [sM'jhi,unewa/l Deelopnment Joinit Stock Conip('iql (fSCO) 2_

E-

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DOW1ang P,-0-itort InfV1,axuucuuc Investoten Pr-oject EAi JepoilI -- Phlase Iai

Figur-e 2-3 Iniiplementation schedule

DTakNmDuaon 2007 2008 2009 -2010 2011 2-0122 46 891C1112 1 23 34 5~6 7 8 91C11121 23 34 5 67 8, 91C1112345 78 112 3:4 5:6 7 8 91C11121 2 34 5 6718 9

1 item 61rnonIs - .n

2 Plkiase la 32rimont 11111

3 CoinponenitA - Urban upgrading 12mrons,4 Comnponient 0 -Environmientai manageineni 18 mnons H H H

5 H9 p ph?n D - Instituitionial developmnent 24 rronE ~ ~ **-< ,

6 Phase lb 24 mons i7Component A -Urban upgrading 12 mons :

8 Coinponent B- Environinenital ianagei-nenii 24mrons1 I~9 Compoiienit C- Road aiid Bridge 24 montrsi Iii li-iiilllI1 0 Phase 2 24 mtons III {IIIl~ f4 Ii

11Component A -Urban upgrading 12 monsiEiII ~'12 Component B- Environmeintaltinanagemeni 18 monEII13 Comnponent C- Road and Bridge 24 mnonsi1 1: . H < H

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l)wiangPrior/tv1i(;.l, Iinvestment PProject ElI r eport - Phase la

3 ALTERNATIVES OF THE PROJECT

3.1 Without the project situationIn case of without the project, improving the inf'rastructure and living standard lor LlAsof Danang city will face difficulties due to shortage of budget. People will continuLe tolive in bad infrastructure conditions and unhealtlhy environment. The Phu Loc riverenvironment has been polluted over years, so it is a big concern of local authorities andciinhabitants. If this river is not improved and continues to receive untreated wastewater,pollution situation will become more serious, the local residents' health as well as citybeautifiul looking would be influenced. Although investmenits were made under Drainageand Sanitation Project in the sewage and drainage system. it still could not meet tlhe citydevelopment speed because of fund limit. Particularly, there is almost no sewage systellmin niewly established districts. Main comnunication routes to be constructed will not onlymeet the increasing traffic demand but also lhelp create good conditions for economic andtourism development in the project area.

3.2 Upgrading alternatives of tertiary infrastructure for LIAsThe alternatives for upgrading road engineering and socio-economic infrastructure hlavebeen consulted for the second time with the community in June, 2007. AtYcr theconsultation, the community at eaclh l,lA has choseni priorities ftor upgradin- andlpreliminary alternative for road system, which are presented below.

Table 3-1 List of infrastructure investment in Thanh Khe 1 - Xuan Hoa A LtA

Priorities Items Quanitity Rankiing of infrastructure investment C ross sectioln

Roads Public Drainage Water Social Option| Optionlighting system supply infrastr--cture I 2

1 K297 (fiom Thanhi l80.24m 1 2 5.5rn 3.1nKlie market to K83)

2 K297 (from K83 to 458.09m 1 2 3.5m 5.5nmHIa FILly Tap road)

3 K297 (from Ha 427.85mn 1 4 2 3 3.5m 5.SiiHuy Tap road to thefence of airport

4 H78 217.54m 1 4 2 3 5.5m 3.5ii15 Extended Ha Huy 602.89rn 1 4 2 3 5.5mn j 95 II

T ap road6 T168-T179-T178 4 02.77rn 1 2

7 T76 - T83 - T92 446rn 1 2

8 T7 - T6 - T14 - T94 1 981m 1 2

9 T21 - T22 - T23 - 2831n I 1 2T25 - TI 13 - TI 12

10 Tl40-T144 - 208.32mT148 -T141Others Supporting in installation of water meter for houselholds which do not have clean

water

Social andi E1nvironmlental Developnielnt Joilnt Stock CoInpanY (SECo) 3-I

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Domang Priority' Infrastuctnre Investmnent Project E.l r eport - P17aseC 1I

Table 3-2 List of infrastructure investment in Thanh Khe 5 LIA

Priorities Items Quantity Ranking of infrastructure investment Cr(oss sectioln

Roads Public Drainage Water Social Option Option| lighting system supply infrastructure I

I K814 414.10m 1 3 2 4 5.5

2* K814/81 to Phu 150.28rn 2 3 1 4 As 3.mLoc river existing

3 Du6'ng Tl-T2, T4- 98.06m 1 3 2 4 5.0m I.5nT5

4 K8 14/93 57.75m 1 3 2 4 5.O(n 2.51

5 K814B/H4 50m 2 3

6 T2 - T6 - T3 65m I

7 T6-T8-T I I -T9 94m 1 2

8 T9-T15-T17-Tl6- 183m 1 3T20-T122-T23

9 T41-T42-T43 204m 1 3 2

10t T52-T43-T53 153m 1 2

it Public relax place 835m2 Upgrading fetnce and lighing system

12 T5-T3-T14-T24A- 228.56m 2 4 1 3T30-T27

Table 3-3 List of infrastructure investment in Chati Tlianh LIA

Pr ior ities itemils QuLantity Ranking of infrastl'uCture inlvestilmenlt Cross SectioIn

Roads Public Drainiage Water Social Option Optionlightilig system supply infrastructure I ,

I RoadsTl-T17 1 3 2 4 5.S11 3.5(fromil alley K586Ong Ich Khiemii toIla Voi market) 96.7mrRoad fiom Ma Voi 1 3 2 4 1market to alley L82Nguyen Van Linhil(T17-T18) 197.7mr

2 Upgrading Ma Voi|lmar ket (2 floors) 506m2

3 Alley K44 NguyenVan Linh 174m

4 Sewer C31

5 Road T29 - 'r34 73m

6 Road T27 - T42 78.5m I

Road T36 - T41 106m I

SociaLl ai?d Enviroinnentol DevelopmlLent Joiti Stock ComnpacnY (SLECO) 3-

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Dan7ang Priority Infrastruictzure Investment Project EA ireport -- Plise Ici

Table 3-4 List of infrastructure investment in Trung Tam LIA

Priorities Items Quantity Ranking of infrastruCture investment Cross sectio n

Roads Public Drainage Water Social OptionQ Optio nlighting system supply infrastructule I 2

I Extended Doan Thi 931 m 1 3 2 4 ', tmDiem road

2 Alley K14 -Trieu I 15.58m 1 3 2 4Nu Vuong

3 Alley K2 -Pham 100.84m 1 3 2 4Ngu Lao

4 Alley K14/1 Trieu 107.92m 1 3 2 4 3.5ni

Nu Vuong

1Mote:

+ " 1, 2. 3 , 4": ranking of priorities selected by community at the 2 "d consultatioln+ Investments in roads construction following option 2 were selected by comm,lnity at2"' consultation.Plan of proposed LlAs are presented from figure 3-1 to 3-4.

So.ial aicd Enivirounmenoal Development Joinit Stock CoipaonY (SECo() 3-3

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Dcznang Priority Infrastructure Inivestment Project EA report - Phase I a

Figure 3-1 Plan of Thanh Khe 1 + Xuan Hoa A LIA

BAN VE THONG NHAT DANH MUC DAU TUVA QUY MOO DAU TU' CO S HA TANG TRONG KHU

DAN CLU TNT THANH KHE 1 vA XUAN HOA A, QUAN THANH KHEDRAWING OF AGREED INVESTMENT ITEMS AND INFRASTRUCTURE INVESTMENT SCALE IN

THANH KHE 1 AND XUAN HOA A LIA, THANH KHE DISTRICT

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I

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Danaing P~rioritv qlnrastructurc Investmnent Project EA report -Phase I a

Figure 3-2 Plan of Thanh Khe 5 LIA

BAN VE TH6NG NHAT DAN H MUCfDAU TLI VA QUY MO fDAU TI. CC) S6 HA TANG TRONG KHU DAN CL1TNTTHANH KHE 5, QuANTHANH KHP

DRAWING OF AGREED INFRASTRUCTURE INVESTMENT ITEMS AND SCALE_INTHANH KHE 5 LOW INCOMEAREA,THANH KHE DISTRICT

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i

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Dan nntg PIri( niv Iliijastru ci re h7) CS ti ciit Prin1 Lc I report - Phasc I a

Fig,ure 3-3 Plani of Chau Thanh LIA

BAN VE TH6NG NHAT DANH MUC DAU TUf vA Quy MO DAU TUJ CO S6 HA TANG

TRONG KHU DAN CL! TNT CHAU THANH, QuAN HAI CHAU

DRAWING OF AGREED INFRASTRUCTURE INVESTMENT ITEMS AND SCALE

MAT cAT 4-4 - SECTION 4-4

AIN CHAU THANH LOW INCOME AREA, HAICHAU DISTRICT __

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Dwwna17 Priori/Y h~Inrcstrzicture Investment Project EA report -Phaise I a

Figure 3-4 Plan of Trung Tam LIA

BAN VP THONG NH'AT DANH MUC DAU TLJvA Quy MO )A'U TUfCO SO HA TANG

TRONG KHU DAN C13 ITNT TRUNG TAM, QUAN HAl CHAu

DRAWING OF AGREED INFRASTRUCTURE INVESTMENT ITEMS AND SCALE

IN TRUNG TAM LOW INCOME AREA, HAICHAU DISTRICT

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I I

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Danang Prior ity InJiastriectucle Investment Project EA report - I'ha.se Ia

3.3 Alternatives of Phu loc river rehabilitation

a. Alternative of embankment anid access road

In this phase, the Phu Loc river will be rehabilitated based on the existing alignmnenit. Tosolve the problem of sand deposit at the river oLitlet, 2 retaining walls with 50m lengtlh andan open angle of 200 will be constructed in order to extricate the water current and to reducethe energy of the seawaves that hit the abutment (figure 3-4). Proposed alternatives arepresented in table 3-4.

Table 3-5 Comparision of alternatives for Phu Loc river rehabilitation

Items Unit Alternatives 2Option I Option 2

Engineering parameter

Average length of m 1833.1 1833.1rehabilitated sectionWidth of leftbank road m 3 + 5.5 +3 3 + 5.5 + 3Width of rightbank road rn 6 + 7.5 + 4.5 6 + 7.5 +- 4.5Cross section TrapeziulIl, slope 1:1.5 RectangleDistance between canal m 35 30einbanlkizeintsStruictu rcEmbanikment submerged Cover embankment with R.C retaininlg wall, gradepermanienitly concrete slab, grade 200 200Emnbankiment above water R.C frame, grade 200 withlevel spaces for grass --_-

FounLdation structure Concrete ftoundation, grade R.C pile fouLnd1ation150 ----

Measure oV dredging of river Bucket BLucketI bed

Outlet structure Retaining wall, use rustless R.C retaining wall, gradeMacafari bracket 250

Social and environmentalimpactsDisplacemient m2/hh 11852/229 1 1852/296Residential land m2/hi 18403/218 13001 / (86Agf,ricuIlture land m2/hh 30022/11 23430/10

Fenice m/hh 2090/l10) 2090/100Graves Pcs 3 3

Trees Pcs 2597 2200CuIltural workis No. I IConstr-Liction cost USD 3.120.215 4.847.797Compenisationl cost USD 2.808.950 2.131.2191 ')Total cost 5.929.165 6.979.016

Alternative aniaIVsis anid selection

Option 1

* Advantage: nice section, simple construction maethod, quick conlstructioln lominvestmnent cost.

* Disadvantage: high land acquisition due to large width of cross section (B-35m).

Option 2

Social aal(d Envi'ronmental Development Joint Stock Col,11pavql (SLCO) )-S

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Danang PrJorjI' InJi astruclure Investment Project E.] repol i I'fltise la

* Advantage: lower land acquisition due to less width (B = 30m), structure is more stable.

* Disadvantage: complicated construction method, long time, piling would affect theexisting structure, high investment cost.

Of the two proposed options, option 2 has larger quantity of construction work and needshigher number of construction equipment because it is necessary to use specialized machinesuch as R.C pile drivers, heavy crane etc. during the construction. Additionally, the volLilleof excavation and embankment in option 2 is higher. Thus, the environmental impacts inoption 2 are predicted to be larger than in option 1. In social impact aspect, option Iacquires more land and the number of affected people is higher than thiose of optioll 2.Regarding construction method, construction of foundation in option I does not requiredeep excavation, while deep piling is required in option 2. The river bank usually has weekgeo-structure and low strength. Moreover, there are some large works such as the Colleg,eof Gymnastics, 29/3 Textile Company, Commercial College... that are close to the riverbank. Therefore, constructing embankment with deep foundation would afTect the struCtureof these works and houses, leading to the assets damage. Having taken into considerationengineering aspect, social and environmental impacts. construction cost as well as satetyduring construction, option 1 was selected.

b. 41ternative of dtrainage aitd wastewater collectiont

The drainage system in this area is still a combined system as most of the sewers connlectedto th-e Phu Loc river are collecting both rainv water and wasterwater. For eachi outlet. Lmaithole will be constructed to separate wastewater into interceptor sewers, which conveyto Phu Loc WWTP for treatment, whereas storm water will be separated and discharged inltothe river.Along two sides of pavement, sewers to collect wastewater will be installed at the pavcemielntnext to collecting sewer and intercQptor sewer lines will also be constructed. Two methodswere proposed for collecting storm water and wastewater:

.S'OCjiL(I/d E17ai,oan1eWtal Developinent Joint SfocA Compan.w, (SLCO) 3-)

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Dwiang Pfiorv;UV I1i/luxsiu'1ClzI1re hIynLeStie,`7 I'iu eu' EA- report - Phasec / a

FigTure 3-5 Plan of alternative for Phu Loc river and access roads

so DO6 D!NH V! TIM TUY E_N EUtNG 2 BEN BC KENH PHU LOC - 1VI3o NN D%AG AW;PTO Co-ORDNATKES CETQADRMLIONG ODVINH CA NANNCGKS-DADDON[NGOUBANLAYOUT OF CENTERLINE - SIDE ROADS OF PHU LOC CHANNEL IIT ..- I-CE -- I

THNGNHT X LIE OPNOFSCALE: 1/11000 '±,j- -2~~

01100 6rNHTTA L6CHP r~ 03307120,7 TAt RMU AGREED iN [HE MEETING ON 03/07/207 IN PMU OFFICE) '~'

MATCAT I I~

CROSS SECTION I -I §7,*-A< K

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I

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Da7al?g Priority hnfrastructuire lnvestment Project E4'repori F-Phase 1 a

Figure 3-6 Cross section alternatives of Phu Loc river

GIAI PHAP QUY HOACH TUYEN KENH - SOLUTION FOR CHANNEL

CAT NGANG DAI DIEN PHUONG AN 1, TY LE 1/200

- TYPICAL CROSS-SECTION OF ALTERNATIVE 1, SCALE 1/200

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Daoncioig Pr ior itv Inf astr-uictiur e Investment Pr oject EA Ireport - Plichse Ia

Figure 3-7 Alternatives of Phu Loc outlet

CAET NGANG PHOONG AU N 1ALTERNATIVE SECTION 1

1 50 B 1 50XtP RO DX 050

GABIN I I MNTK

SAND BEACH 250

VAI DAI KY TT VAI DAI KY THUAT

GEOTEXTILELL 2 -2 GEOTEX0ILE

CAET NGANG PHOONG AUN 2ALTERNATIVE SECTION 2

200 B 3 2001~ 100

F-MNTK / -

BAI CATI300 300 SAND BEACH

TIJ6NG CHXN $| TLdNG CHANRETAINING WA-200 TAINING WALL

210 210

COC KiCH THUdC (350X350)CM COC KICH THIJdC (350X350)CML(35X350)Cu PILES (350X350)C9 PILES

Location of sewer lines installatiion

Option I

- Interceptor sewers are installed at the pavement next to houses to collectwastewater on the way and from the overflows of the existing sewer outletsdischarging into the river. These sewers are installed parallel with and near thesewers that collect storm water along road.

Option 2

- All sewers to collect waste,vater are installed at the pavement next to thechainels: sewers to collect surface rainy water are installed at the pavement next tohouses. Along the line, some overflows will be put to let rainy water tlow into theriver; wastewater, whereas, is separated into interceptor sewers to conduct to thetreatment station.

.Scqil 01(j1 ll1nv Dron e e7t(7lLel/omnent Join' Stock C'omnp'an (SI '0) S-1C)

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Dutint7g Priority Infi astructure Investmetnt Projecl EA report - Phcise la

Comparing these two methods, method 1 is more comfortable for collection.EHowever, as the depth of interceptor sewer lines will be from 2.4 - Sm, they arefrom 0.6-0.8m deeper then the level ot rainy water sewer. According to prescentconstruction actLality, it will cause subsidence and cracks for surrounding houses.leading to costly construction cost. In method 2, construction and embaLinkillnworks can be done together near the river, the construction cost is therefore savedas the surrounding houses will not be affected. Therefore, method 2 is chosen.

Alternzative of drain age, wastewater collection and treatment

- In the newlv bitilt residential aireca in the north of the two sides of Phai Loc rNier,wastewater will be collected from common sewer system by newly installecoverflows into the interceptor sewers located along the service road pavementnext to the channel and then conducted will be into the interceptor sewers oiNguyen Tat Thanh road. There are 4 outlets along the two sides, 2 for each.

- 0n the left side of the channel, residential areca of T`lanh Khe Tciv' ward alon,the twvo sicdes of the channel and from Dung Sv Thanh Khe road to bricdg,,e No 1,concrete common sewer system is constructed to collect rainy water andwastewater on the road, 2 outlets are located to separate rainy water.Wastewater is collected into the interceptor sewer system and then conveyedthrough the river to the riglht side of the chamnel into pumping station no. 2, thlellpumped into the Phu Loc treatment plant, which is about 120m from thiepuLMping station.

- On the right side of the chctnnel from the Thianh Khe 5 LlIA to Dung Si' Than!hKSie roadi, rainy water collecting sewer on the road and interceptor- sewersystems are installed to collect wastewater from overflows. Collectedlwastewater from the LIA sewers, from residential area of Xuan Ha ward fromXuani Ha - Lien Phuong sewer Bx1-l - 5x2m, from the railway station througllTran Cao Van BxI-I - 1.5 and letting out sewers on Dung Sy Thanh Khe roadwill be led into pumping stationi no. 1, which is expected to be raised near Dung1,Sv Thanh Khe road. Overfloxvs for 5 outlets will also be installed.

- 0in the right of the channel from Dunlg Sy Thunh Khe r oaid to Phul Lo1treatmient station, rainy water and wastewater collecting sewers on the road andinterceptor sewer systems to collect wastewater of Thanlh Khe Tay area. AnKhe ward from An Khe sewer are installed. Two more overflows for 2 outletsare installed in this area.

- Wastewater is conveyed to pumping station no.2 then to PhLu ILoc WWTP toranaerobic treatment. The WWTP would treat wastewater for the wvholecatchment up to 2020.

- All rainy water of the basin from An Khe, Xuan Hoa, Tran Cao Van sewers andlletting out sewers around the river is separated through tlhe overflows and goesto the Phu Loc river.

SOCi(ll 010 EIMiLh1'UOihO7Le 7t'hltQ/ eIo 0'I 1f)l71 Aillt Slock- ('0171Ci1i71' (SLClO) 3'- S

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Dnuin'- Prioritv IJijastructure Investment Project EA report P[hase a

3.4 Alternatives of constructing resettlement areas

The Consultant witlh Danang DOC, Danang PIIP's PMU have surveyed the site andselected two areas as follows:tX. Hoa Minh resettlenient area:'lThis area of 4.25ha next to the Administrative Center of Lien Chieu district. Atpresent, the area is rice field with 55 households and some part of land is open area of'475 store. The elevation of the area varies from +1.60 (ponds, lakes) up to +8.5(). Thleaccess road is a plaimed road with section 5.0m + 10.5m + 5.0m connecting to LienlChieu -- Thuan Phuoc road. This resettlement site is for affected families from LienChieu district and some ai'fected families from Thanh Khe district. Alternatives forinfrastructure in LIAs are as follows:

- Construction of a transportation route with cross section of 5m+10.5m+5m of alength of 460m; a road of cross section of 4m+7.5m+4m and 240m lengtKl- anldanother road of cross section of 3m+5.5m+3m and 1,150mn lengtlh. The roadswill have hot bitumen paved surface witlh standing loading capacity of H13,cement-tiled pavement,

- Resettlement plots with average area of 103.6 square meters, the smallest of 96square meters and the biggest of 200 square meters. There are 1.5-meter openstrips of land behind associated plots reserved for drainage system to collectdomestic wastewater, discharging to the combined sewer under the sidewalks.

- Alternative of water supply: domestic Nvater demand is 1501/ capita-day. Waterwill be supplied from existing water supply pipeline +200mm of North-WNest 2pipeline. The trunk water pipeline would be ductile iron pipe ( l50mn.llHousehold connections will be made available from service networks of D6()'IIDPE and DI10 uPVC pipes. Fire hydrants with service radius ot' 150iS x\1illalso be installed.

- Alternative of domestic wastewater collection : grey and fiush xvastewater fiomlhouseholds will be collected by a common brick culvert covered by concreteslabs of B=350mm constructed along the open strip of land, then dischar-gedinto the collection manholes located at the road.

- Alternative of storm water : the drainage system of the area is in fc,Ct acombined system, which will collect both storm water and domestic wastewaterfrom households. All the drainage systems will discharge to Ho Tung Mausewer in the new North West residential area. From here, wastewater will bedischarged to North West area belonging to catchment of Phu Loc WWTP.Wastewater will be separated downstream and conducted to the existing PhuLoc WWTP for treatment.

b. Hoa Quy resettlemenit area

- This is an area of 5.96ha in the north ofl southern ring road of the city and DanangUniversity Campus, next to the planned Dong Tra residential area. The elevationof the area is from +3.69 (ponds, lakes) up to +7.90. the average is 5.20m. Thlereare only some old graves and few houses. Access road to the site is the existingroad connecting to Luu Quang Vu and Tran Dai Nghia roads. This resettlemlenltarea is for affected flamilies from Son Tra, Ngu Hanh Son and Cam Le districts.

Social 'cj/ 1 E(IiI Ill/ile' tol Dcvelopme ut Joint Stock (comip,,), (SEm to) 3-14

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DIn(Mt7 P-iorityV Inifrastriutctrure Investment Project LA reporI Phose Ia

- Construction of transportation route with cross section of 5m+10.5m+t5m1 of atotal length of 135m; a road with cross section of 4m+7.5m+4m and 560m lenrtlthand another road of cross section of 3m+5.5m+3m and 695m length. The structureincludes hot bitumen paved surface with standing loading capacity of HIIl3,cement-tiled pavement;

- Resettlement plots with average area of 132.1 square meters, the smallest of 117square meters and the biggest of 250 square meters. There are 1.5-meter opellstrips of land behind associated plots, also reserved for drainage system to collectdomestic wastewater, discharging to the combined sewer under the sidewalks.

- Alternative of water supply: domestic water demand is 1501/ capita-day. Waterwill be taken from the existing water supply pipeline (p200mm at Luu Quang- Vuroad to supply for Dong Tra residential area and Danang University Campus. Thetrunk water pipeline would be 1 10mm HIDPE pipe. Households will be connectedto service networks of D60 HDPE and DI 10 uPVC pipes.

- Alternative of domestic wastewvater collection : grey and flush wastewvater fromnhiouseholds will be collected by a common brick culvert covered by concrete slabsof B=350mm constructed along the open strip of land, then discharged into thecollection manholes located at the road.

- Alternative of storm water: drainage system ot the area is actually a combinedsystem, which will collect both storm water and domestic wastewater tromhouseholds. All stormwater drains are discharged to the existing drainage systemin Dong Tra resettlement site and then goes towards the South citv rin, road togather into the drainage system in Ngu Hanh Son area. Wastewater in tlis area isalso within the Ngu Hanh Son catchment and will be gathered downstreamii TranDai Nghia street, then separated and conveyed to NgLi Hanh Son WWT1' fortreatment.

c. Thatt Klhe Tj,' resettlement area, Thnank Khle district

- This is a sunken area of 5.18ha next to the Phu Loc river and 29/3 TextileCoompaniy. There are about 155 households living here and some old graves. Theelevation of the area is from +0.70 (Phu Loc river bank) Up to +4.60 (existilluresidential area). Access road to the site is the existing rioad connecting theresidential area and 29/3 Textile Company with Tran Cao Van road (DLunlg SvThlianh Khe road). This resettlement area is for affected families from Thanh Kheand Hai Chau districts.

- Construction of transportation route with cross section of 4mr+0.5m+4m and aroad with cross section of 3m+5.5m+3m. The structure includes hot bitumen pavedsurface with standing loading capacity of H13, cement-tiled pavement;

- Resettlement will be divided into plots. There are 1.5-meter open strips of landlbehind associated plots, also reserved for drainage system to collect domesticwvastewater, discharging to the combined sewer under the sidewalks.

- Alternative of water supply: domestic water demand is 1501/ capita-day. Waterwill be supplied from the city's existing water supply pipeline. Householdconnections will be made to service networks of D60 HDPE and D 10 ul'VCpipes.

SOcil l1 Cn7d LM'is o0 en7l7l Dev elopnmet Joiti Stock (Compq)' (S('(C)) 3- /5

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I)nanon Priority Infiastrubclltre Investnien7t Project LA repor t - Phao%e Io

- Alternative of domestic wastewater collection: grey and flush wastewater fromii

* households will be collected by a common brick culvert covered by concrete slabs

of B=350mm constructed along the open strip of land, then discharged into the

collection manholes located at the road.

- Aternative of storm water: drainage system of the area is actually a combinedl

system, which will collect both storm water and domestic wastewater fromi

households. As this area belongs to the Phu Loc river catchment, all stormwater

drains then flow towards the Phu Loc river, while wastewater will be separated and

conducted to the Phu Loc WWTP tor treatment.

Plan of the proposed resettlement areas are presented on figures 3-8 to 3-10.

Socinl aiul li,70 17viow n1/lDl DevelopmeœlJot Joini Slock (Comipan. (SEC'O) '-16

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'rioritv IntrastructJn e Inve.stment Project EA report - Phase I a

Figure 3-8 Plan of Hoa Minh resettlement area

-Al DINH CU HOA MINH - HOA MINH RESETTLEMENT AREA > r -M BANG GIAO THONG, TL 1/500 - PLAN OF TRAFFIC ROADS, SCALE: 1/500 .

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I

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KHU TAI DINH CU HOA QU? - HOA QUt RESETTLEMEMT AREAMAT BANG GIAO THONG, TL 1/500 - PLAN OF TRAFFIC ROADS, SCALE: 1/500

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Dancig Pr-ior/it lnfrastrutctere Investment P'roject EA repor-t -Phase Iai

Figure 3-10 Plan of Thanh Khe Tay resettlement area

KHU TAi DINH CU! THANH KHE TAY - THANH KHE TAY RESETTLEMENT AREAMAT BANG GIAO THONG, TL 1/500 - PLAN OF TRAFFIC ROADS, SCALE: 1/500

LIST .1- ~ T

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Danang PrioritY InJi tIstr-iuctulre Investment Project L4 l epou l - I'Phase hI

4 EXISTING NATURAL AND SOCIO-ECONONIIC CONDITION

In phase la, project activities are scattered witlhin inner Danang city, inCludinig LIAs il

Hoa Khe, Thanh Khe Tay, Nam Duong and Hai Chau 2 wards, resettlement areas iIIHoa Minh, Hoa Quy, Thanh Khe Tay and Phu Loc river. Sampling location of baselineenvironmental survey in project areas are presented in figure 4-1.

4.1 Natural condition

4.1.1 Topography and soil condition

Hai Chau and Thanh Khe District are almost plain without mountains and haverelatively flat terrain. The average elevation of Thanh Khe District is 3m and E lai ChauDistrict is 2.5m. The terrain of Ngu Hanh- Son District is only flat in the South, in theNorth it is high and low unevenly. There is a high mountain called Ngu Hanh Son withalternate mountains and caves below (the average elevation is I lm). Half of LienlChieu District area is occupied by forest. High mountain concentrates in the Northwi estwhile the remaining area is relatively flat (the average elevation is 8m).

Danang lies in a coastal area with geo-structure comprising sea sedimenit and thePleitoscene strata formed by rivers. Low hill area and high mountain r angesintermingle with alluvium delta and have structure of Paleozoic sediment rangeinter-mingled by medieval Mio-Pliocence sediment layer. Rock layers lie within thedepth of lOm to 15m.

4.1.2 Climate conditionDanang has typically tropical monsoon climate. The temperature is high and rarelyflictuant. The regime of sunshine. rain and humidity is various. The annually averagetemperature is above 25 C and average humidity is 82%. Danang's climate isintegrated and affected by Northern and Southern tropical climate as the predominiiaint.There are two obvious seasons in Danang includinig rainy season f'rom August toDecember and dry season from January to July. Occasionally, there is a cold spell of'winter but it does neither last long nor cause serious coldness. Rainstorm often leads toflooding. There are 1 - 8 storms per year. The rainfall in rainy season accounts oibr 7()- 80%o the total annual rainfall. In summer there is little rain and high temperature thulsin somlle river outlets there is a high level of salinity. The climate features of Dal-Ln110are presented in Table I - Annex A.

4.1.3 Tide reoimeTidal regime of Danang sea consists of diurnal tide and irregular half-diurnal tidewhich means that in half a day, there is one flow and one ebb but the power of and thetime the flow and ebb last are much different. There are in average 3 days of diurnialtide per month (8 days at maximum and 1 day at minimum). Affected by suchI a tideregimiie, the hydraulic regime of the canals and sewers in the City is relativelycomplicated. During floods, the sewers and canals receive both storm vwater andiwastewater from residential areas. Moreover, they are also affected by raising, wNaLterand wave during flood tide. The highest average flood tide level is 120cimi and thielowest one is 80cm. Table 2 - Annex A presents monthly tide level.

A

~Oc-iial M7ui1 PEnvj,o11)nl,na/ DeIVI Meloot J0intl Stock ( oonpaloy (S~f60-) -

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DatnaZng PrioritY Infrastructure Investment lPryject E. , epoi t - /Phse

4.1.4 Existing air condition at project areasTo have basis to assess baseline condition of environment at projects areas, severalparameters have been surveyed, sampled, tested and analyzed. The test results arepresented in Table 3 - Annex A.

25

20 - - ------ ------

15 -

10-

KK1 KK2 KK3 KK4 KK5 KK6 KK9 KK10 KK11

Fiuure 4-1 TSP in project areas (mg/m3)

Notes:KK 1: sample taken at Thanh Khe 1 LtAKK2: sample taken at Xuan Hoa A LIAKK3, KK4, KK5: samples taken at Thanh Khe 5 LIAKK6: sample taken at Chau Thanlhi LIAKK9: sample taken at Luu Quang Vu, Hoa QuyKKl0: sample taken at Nguyen Khuyen, Hoa Minh

The survey results show that, air environment at project areas has been polluted nmainlvby dust as the TSP content were 19 - 65 times higher than the standard (figure 4-2). Aparticular case was recorded at Ong Ich Khiem road where the TSP content was 160times higher than the alowable limit, which was caused by high traffic density ot"Lup to1,300 - 2,200 motorbikes/ h and 50 - 150 cars/ h. The LIAs and suburbs were notaffected by noise, while the noise level measursed at inner city areas such as at OnbIch Khiem and Nguyen Hoang roads were relatively high and exceeded standard.Content of N02, S02, CO emissions were below standard. The project areas wer-e notpolluted by lead particulate and gas.

The above results are quite corresponding to the results of socio-economic SuIVeY andLthe public consultations conducted at projects areas. As the survey's resLult, airenvironment at project areas has been polluted mainly by offensive odor (53.8%) anddust (25.5%), interviewees also reported on1 high noise but with low magnitude (4.7%).(Source.: r eport on social assessment - SECO). The participants at public consultationlsalso reported on offensive ordor and high dust. The most severely affected residentialareas by bad odor from the Phu Loc river are the ones located along the river.particularly the ones close to the city's drainage outlets at the bridge on DuLng Sy

Social raid Environoital Development Joillt Slock Company (SECO) --

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Dananig Priorily Infrastructure [nivestinent Project ED r eporl - Phase la

Thanlh Khe road or near the clinic cenitre on Tran Cao Van road etc. Odor in LIAs andresettlement areas were generated from garbages.

4.1.5 Existing water environment at project areas

4.1.5.1 Exisiting condition of surface waterSurface water at project areas include a)Water environment of the Phu Loc river; andb) Surface water at Hoa Quy resettlement area.

a. Water environmental of Phu Loc River

Improving the environment of Phu Loc River is one of the top priorities in order toimprove the city environment and will be invested in phase la of the project.

The Ph-u Loc River is one of the main and big drainage channels in the city. Itoriginates from the drainage channel connecting with West Lake and flows to DaNang Bay tlhrough the estuary at Nguyen Tat Thanh Road, Thanh Khe Dong ward. Theriver section to be reh-abilitated has a length of about 1,83 krn and the width from 50 to80 m. At present, most of two river banks are earth-banks and have had no access road:yet, except for some routes crossing the residential area or the section near the riveroutlet. There are many places where residents build houses and auxiliary works besidetlhe river. The flora growing along the river bank are very poor, mainly wild gr-ass, wildtree, wvater-taro, flamboyant, malabar almond tree. etc... At some parts of the banksthat cross tlhe residential area, the earth band is extended with silt and used by theresidents to plant sweet potato, vegetable, papaya, banana tree and nipa, etc... The areaof river bank near the sea is the place for boat parking of the fishers living along botlbanks. The Phu Loc river outlet is usually extenided witlh sand deposit whichl blocks theflow, even covers most of the outlet. Therefore, the city has to dredge, collect ailcdispose the sand away every several years. As the river has been receiving wastewaterfor years, it is severely polluted and there are virtually no valuable aquatic organismsin the river.

The environment in the Phu Loc River has been polluted not only due to domesticwastewater from the inhabitants along the river, but also due to the rubbish thrown tothe water. This is a significant concern for a long time and has great impacts on thleinhabitants living there. According to the observation, the color of river water is deepiblack or moss-green at the places where the river pass crowded residential areas. Thlerotten smell is very awfiul, especially at the main city's drainage outlets wherewastewater is discharged into the river (the lower section next to the Phu Loc Bridgein Tran Cao Van road, at the drainage outlet near the health centre). The river-bedl herehas been consolidated seriously. There are some sections where the river-bed narrowednearly half of the width, the depth of water level is only about 0.5 meter. in the past.waterwaste from the factory 2 of the 29/3 Textile Company was discharged directlv tothe Phu Loc River which caused pollution of this river section. Since late 2006. thefactory built and operated its own waterwaste treatment plant (WWTP) and asrequested by Danang Department of Natural Resources and Environment (DONRE),the effluent from WWTP was conducted to the city drainage system, so the pollutionsituation was improved. However, the WWTP has just been operated for not a lonutime. tlherefore the effluent's quality neqd to be well supervised by the city.

Socil a,d L,l7vironinetial Devlcopm?ent Joiln Stock ComuzpanYi (SECO) 4-3

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Dancing Pr iority Infrastructulre Investment Ptroject PA r eport - Phase le

From 2002 to now, the quality of the river water has been continuously monitoredwithin the framework of the Environment Management Plan under the SanitationProject of Da Nang city. The value of BOD. COD usually does not meet the surfacewater standard in recent years and the pollution level in rainy season tends to be moreserious than in dry season.

140-CO

C)

o 1

2 -. .tA b &-- ;-0- , r:T9 M(thecoTCVNZ92-19SC'om

2~r.- TCVN 5942-1995)

CO o 4 , I 4 4 1

Figure 4-2 Value of COD vi BOD in Phu Loc river after years'.

To assess and compare water quality along the Phu Loc river within the framework ofthe PIIP, samples have been taken at 4 stations: the river's starting point (close to PlhuLoc WWTP), downstream of the city's drainage outlet near 29/3 Textile companiy.near Phu Loc outlet and Danang Bay around the outlet. The samples were also takeni 4times: twice at flood tide and twice at ebb tide. Average analysis results of waterquality are presented in Table 4 - Annex A.

tNgLIon: Ke3 hoach QuAn Ii M6i tru6ng tai Cong trucng Giai doan I DIj an ye sinh Da Nang

.S0oci,l aid Environmental Developn;ent Joint Stock Compoa5 (SEC O)J-

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Dtianaig Priiolii) Infrastructure Investmetnt Plroject E.-I lrepolrt - Ph.l;se In

2500

20U00

15 00 'M

1 5 0 0--- ... ......

I~ 0 BD 5 mi IC-. COD mglI

OSS mg/l1 0 00 1

SO l19

0'

NM2 NM3 NM4 NM5

Figure 4-3 Water quality of Phu Loc river durinig ebb tide, 5/2007

.Votes:NM2 Sample at starting point of Phu Loc riverNM3: Sample at dowstream of city's drainage outlet. near 29/3 Textile companyNM4 Sample near Phu Loc outletNM5 Sample at Danang Bay, around Phu Loc outtet

The result of sample analysis shows that the river is seriously polluted, the contents olBOD5 , COD, SS, NH4 + were much higher than the permissible level. The mostseverely polluted place was at downstream of the city's drainage outlet near the 29/3Textile Company. Although the Phu Loc oulet area is less polluted than the streallmflow since it is diluted partly by the sea water, the measured parameters were stillhigher than standard. Wastewater discharged to the river has been very much pollutilngsea wvater around the estuary, especially during the ebb tide as the measuLredparameters were much higher than standard.West Lake: located in Trung Nghia residential area, which is a lowland receivingstormwater fromi Hoa Phat residential areas. In the detailed planning, West Lake is astormwater regulation lake and creates landscape for the area. Currently, Hoa Phat.Nguyen Huy Tuong and Trung Nghia residential areas are being constructed to havetheir drainage systems discharging into the lake, which is connected to Phu Loc Riverby an irrigation channel.

b. Hoa Quy resettlement area:

This area is a paddy fields within Dannang Urban Planning Areas. At present, it is anopen area with some ponds formed by storm water stagnated in sunken areas. Inaccordance with the test result, the surface water there is of quite good quality asalmost all the analyzed parameters are below the standard. It is so because ther-e areonly few people living along Luu Quang vu road and the surface water there therefol-e

SoLCic/ and LE7vi,-oMnWeml De1velo1pn7e17t Joint Stock CompaliY (SkCO) 4-5

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Danc7ng Priority Infrastructire Investment Project EA report - Phase Iai

has not been polluted by wastewater. Testing results of surface water quality at HioaQuy is presented in Table S - Annex A.

4.1.5.2 Existing ground water qualityIn recent years, due to big population growth and limited capacity of water supply, thenumber of families using groundwater from drilled wells is increasing considerably.According to surveys, the city's groundwater reserve is about 100 million m3 , 30% ofwhich has been exploited and brought in use.

The groundwater quality at projects areas has been surveyed and analyzed within theframework of the PIIP and the testing results are presented in Table 6 - Annex A.

Survey results show that quality of artesian water at project area is rather good (samplefrom Xuan Hoa and Chau Thanh) as all measured parameters were lower thanpermissible levels. However, in the 2 nd public consultation, the participants from HoaKhe reported that groundwater at the area near Da Nang airport is contaminated bydioxide and could not be used for drinking and domestic purposes. Physiochemicilparameters of shallow well water were still lower than standard, but most of them werecontaminated by bacteria. Pollution sources might be the run-off water or wastewaterthat penetrated into the ground since these residential areas are densely populated andagc-old ones. Groundwater from Thanh Khe Tay (sample NN5) was saline since it isvery close to Danang Bay. In general, shallow water at project areas has beencontaminated by bacteria, so it is unsafe to use for domestic purposes. Flowever.according to socio-economic survey, the number of hlouseholds using water tromdrilled/ shallow wells is relatively high. Specifically, the rate in Hoa Khe ward is 35%of interviewees, while it is 100%, 43,3%, 100% va 16,7% in Hoa Quy. Nam Duong.Than-h Khe Dong and Thanh Khe Tay wards respectively. Using contaminated waterfor long time might affect community health. Consulted people also reported oncontamination in groundwater at areas close to the Phu Loc river.

Social ad L'nict Eironmental Development Joint Stock Coln)panly (SECO) -I-6

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Danang Priority Infrastr7icture Investmiient Project E.4 r ;port -Phase Ia ,a-t- - _

Figure 4-4 Sampling location map

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L)Dnaii' Pr-ior ity InJi astruicture Investment Projec t EA repor t - Phase la

4.1.6 Fauna and flora condition, natural habitat

As the project areas mainly belong to the inner city, except Boa Quy resettlement area asa suburb, tlora and fauna in these areas are veiy poor. There are no valuable species, floraare mainly wild grass, some areas are small paddy or cultivated fields. Besides, there arecoconut-palms, bananas, almond trees, flamboyants... in some residential areas along thePhu Loc river. In urban areas, main flora are found in small parks and along the streets.According to the DONRE, presently, the city has about 20,000 plants whichi create260,000 m2 green spaces or a coverage rate of 0.35 mr2 per capita in equivalent, muclless than VN regulation of 5 m2 per capita (applied for city over 200,000 residents).

Iloa Quy resettlement area is part of the City's new residential area. This is a flat areawith gr-aveyard covered by wild grass and scarteredly planted casuarinas.

Sea ecological resources:As from Department of Fishery, Agriculture and Forest, there are no aquatic resoLurces oraquaculture around the Phu Loc river outlet.Regarding natural habitat, according to the study (( Survey, study coral and relatedecosystem for area from Hon Chao to the south of Hai Van mountain pass and Son 'Erapelnillsula >>, there are coral reefs inshore Da Nang beach, extending from tide area towhere the depth is less than 12m. The coral reefs in good condition gather at I-[on Sup,Bai But, Bai Nom, Huc Lo, Vung Da, south of Son Tra peninsula.Regarding regional organisms, the study recorded 221 species of plankton, whichl werefound with high density in the middle of Da Nang Bay and northwest of Son Trapeninsula. For zooplankton, there are 162 species, whiclh concentrate with higher densitvin the south of Son Tra peninsula than other areas. Species of larvae inshore Da Nangcoast. particularly crustacean larvae are rather diverse and plentiful. In genieral. numberof species and density of larvae sources in west of the Bay and southl of SonI Tlrapeninsula are higher than that in remain areas.Nutrition contenits in water inshore Da Nang coast are below standards, so organicre-sources in this area have not been affected by poluttion. However, high content of oiland suspended solid would affect these coral reefs, especially in the north and SOUth1 ofSoni Tra peninsula.The study also proposed areas for proper exploiting of ecological and organic resourcesinshore Danang coast. However, as it is relatively far from the Phu Loc outlet to theproposed areas as it is about 6km to Son Tra peninsula and 9km to south of' Hal 'Vanmountain pass (figure 4-5), the project activites in the Phu Loc river would not affectthese areas.

So.iCl and Environumental Development Jointr Stock ConipainY (SECO) 4-S

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LllDu g Priorl it! V /tY t uti a ctwe i 1neittcteI PIrOjec/ nesvi,ole1eniPl -4 sseSss1e Repor t -- Plse /(

4.2 Socio-economic condition

4.2.1 PopulationTill late 2005, the entire population of Da Nang city was estimated at about 790,191people with 384,806 male and 405,385 female population. The allocation of theinhabitants was concentrated on Thanh Khe district and Hai Chau district. The city'spopulation growth rate in 2005 was 2.35%, of which the rate of the natural populationgrowth is approximately 1. 18%. The summary of the average population and thedensity of population are shown in table 4-1.

Table 4-1 Danang arca, average population and (lensity of populationi

Natural area (kmn2) Avarage population in Population densitv2005 (people) (people/krn2)

Hai Chau district 21,09 192.884 9.144

Thlianih Khe district 9,27 163.679 17.648

Son Tra district 60,88 116.999 1 .9 22

NMu Hanhl Son district 36,62 5 1.915 1.418

Lien Chieu district 83,08 8?.363 991

C'am Le district 33, 5 65.506 I.'7i)

Hoa Vang district 707,35 107.677 15

Hoang Sa district 305,00

Danang city 1 .256,54 781.023 622

(Source. Danang Statistical year book, 2005l)Notes: it is estim77ated that ulp to date, 2007, there are approximate/vy I 1 illion peolple livintg,working and studying in Danang.

4.2.2 Culture and education

Da Nang is not only the centre of economics, but also plays a role as a centre ofedtucation and training in the Mid-South region, especially high level college aLnd

university education. In the last 5 years., the citv took care about the investment for theeducation and training career. The budget for education accounts for approxillmatelN56%/o of the total expenditure for social career. If the budget for the education andtraining mission was VND 94.6 billion in 2000. the investment level for this task in2005 was 2.5 times higher as of VND 236.2 billion. Up to late 2005. Da Nang had 11 l0elemlentary schools with 1,435 classes, 2213 teachers and 33,822 pupils. Regardilk,universities, colleges and vocational schools, there were 22 schools wvitlh 2.306teachers and 13 1,840 students, of which 1.283 were post-graduate students.

.Socd and Ebolil u0171w10114/1 DCVeC10c zeo7t li17/l StoC4 C0c11ol'X7S (.ST( C ) v-1()

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Danang Priority Infrastruclure Investment Projec t Envilnnolrl1estLl/ ,Ase.ssm7en7t Report P'hanse la

At present, Da Nang has 3 cultural houses, 3 libraries, 3 museums and 11 historicaland cultural spots which are ranked. TFhe rate of budget for cultural and socialactivities increases year by year. Special attention have been paid to the issue ofcultural information in poor and rural areas in order to shorten the cultural gapbetween the urban and suburban areas.

4.2.3 Public health and safetyAt present, in the city, there are totally 70 heath care centers with 3,270 sick-beds, ofwhiclh there are 4 central hospitals with 695 sick-beds, 16 local hospitals. 47 lhealthcenters and midwife centers at district level, 3 health centers, private health services aswell as the development of 225 sick-beds in 4 private hospitals. The health careservice in the city involves in total 3,843 staffs with the rate of 13.1 doctors per lo0,0()citizens. All districts in the city have their own health care center.In the project area, 21.7% of interviewed housholds get chronic disease. includingrespiration diseases as sinusitis, lung disease; disease related to digestion as gastric.cardiovascular diseases together with rheumatism. Many people also said about boniediseases, mainly related to spinal column (Spinal column, vertebra degeneracy etc.).Patients of chronic diseases are mainly elder (41.7%). It is worth attentioni that amiollngintervewees in phase la, 52.4% believed that their illness related to envirornmentalcondition, in which 46.2% said their illlness related to environment and water resouLrcespollution while 28.2% said it due to air pollution.

4.2.4 Occupation and incomeUp to December 315', 2005, the labor resource of the city is 487,096 people, ot whiclthie labor force that is in employment is 367,761 people, and the unemploymenit rate is5.05%. Regarding the labor allocation in sectors, the labor force in the service industrVsuch as commerce, hotel, restaurant, transportation, infornmation and common LnicaLtioll.etc... accounts for 42.46% of total labor working in the economic sectors. Industi-' andconstruction also involve considerable labor resources as of 38.15%'o. This figul-e in tileagriculture, forestry and aquiculture is 19.39%.According to socio-economic surveys in the project area, workers account for 25.5%oof the Labor force, wlhile small businesses involve 26.4% and other 2 1.2%/o are worlkinfor government offices. The other earn their living by hunting aquatic and aFricultureprocductions or undefined jobs. Unemployment rate is estimated at 8.4%/6. Befor-egetting unemployed, jobs of interviewees were much diversified. Amogllunemployees, 30.8% worked in services and 15.4% wvere government staffs.The income of the residents also has gradually increased following the economllicgrowth. The average income per capita in 2004 was VND 635,000/ month or is twiceas much as in 1999 (VND 317,200 / person/ month). Although the city has no povertyhouselholds, poor households still exist. Based on the national poverty line (tlhe averageincome per capita under VND 150,000 per month accordinig to Decision1143/2000/QD-BLDTBXH), the city has only 2,858 poor households in 2003 anld 733in 2004. Based on the specific conditions of the local socio-economic developmiienlt, ill2003, the city's authority established its specific poverty line that clasifies househo0ldsas poor if their income per capita is under VND 300,000 per month for urban areas anduLnder VND 200.000 per month for suburban areas.Based on the social-economic survey for project areas and existing living conlditioni ofthe city, the investment report namely "Construction of priority infrastructure for L.Da

SuLChIt n aId EInIrjonnicntal Developzln1t Joinlt Stock/ CopmallY (SI CO,) 4-11

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Danang PrioritY I?r7astructure Investment Project EnirotnmentalLlsses.snment Repoit - PAcse lo

Nang" proposed to apply the level of income per capita of VND 400,000 per month aspoor standard for the project. According to the figtires of socio-economic surveysconducted in June and July 2006 for project areas, monthly average incomiie ofhouseholds is estimated at VND 2.2 million, of which for some houselholds this f-HLIgueis onlv VND 120,000. Based on those figures, for phase la, 15.1% of' the totalsurveyed households is considered poor according to the poor standard of Ministr-y of'Labor, Invalids and Social Affair (MOLISA), whereas it is 20.8% based on thespecific standard of Da Nang city, and 34% based on the standard set by the project asabove. The average income per capita is about VND 472,000 per month. Incomparison with some cities, this level is relatively low. The project investment willsurely help improve environmental condition and create job and income opportullitiesfor the inhabitants.

4.2.5 Economic structure

Becoming the central city from 1997, Danang is determined as economic. cultural.sciencetific center of Central Vietnam and whole contry with economic continuos andstable growth in line with social infrastructure development, urban area upgradlinpetc ... Average GDP growth rate for 4 years 2001-2005 was 13% (in 2005 it was 140%° ,).Economic structure of the city changed actively: industry- constructioin accouLnts lor48.2k'/o: service sector makes up to 46.1%; while agriculture, afforestration, seafoodaccounts for 5.7%.

Danang is industrial centre of the Centre. Presently, there are more than 4200 Ullits ofdifferent industrial sector working in city. Industrial production value in 2005 achieved8,542 billions VND, incraesing 20.2% in comparison with that in 2004. Industl-ialproducts are mainly textile, shoes, seafood, chemical, mechanic, conistructionmaterials...

Danang is a big commercial centre of the Central region. Import- export value hasbeen increasing year by year with an average growvth rate of 15.2%. Total volumlle otcommodity and services in 2005 achieved 28,445 billions VND, of which export ol'commodity and services reached 500 nmillions USD. Up to now, more thanl I Soproducts of Danang are available in more than 70 nations and international regionls.

Moreover, Danang is identified as an attractive destination in Central regioni ofVietnam. Danang is a tourism city with a number of lanscapes with beautifuil beaclhesand it is located in central point of the 04 world heritages of Hue, H6i An. NWl' Son,Phong Nlha. Average growth rate of the number of tourists achieves 16,33%, in wlliclregarding intemational tourists the figure is 19,05%. In particular, touristml on searoutes developed very mucth, annually Danang has received about 25-30 tOUliSIll ships

with about 20 thousands times of tourists comming to Danang. In 2005. it wasestimiated at 659,470 times of tourists, 18% more than in 2004. Tourism infrastructuresare imlproved, many kinds ofttourism are developing in the city to meet visitors' need.

Danang is doing its best to develop and to make the city beconme a large uL-ban centerancl socio-economic, industry, commerce, tourism and services center of Centr-alVietniam as well as a seaport city, an important transit point on the international and(domestic transportation route, post and telecommunicationi and finance and bank ilhe.cultural and sport training and science center of the whole middle region.

So, c lll W id Lnivi/ieotioinental Developmentn Joilnt Stock CoMoIM17Y (S (a()) /-I'

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Danang Priority Infrastructure Investment Project EnvironentMal Assessment Report - Phase i a

Total national budget income of the cit) in last 5 years is estimated at 20,275.7 billionVND with an average annual increase of 27.5%. Gross economic collection is16,602.3 billions VND, of which domestic collection is 11,558.14 billions VNI);import and export tax collection is 5,044.2 billions VND. Incomiies out of tax such asissuing land use right certificates, selling state-owned hLouses etc. have significanitlycontributed to increasing the budget .

Total budget expenditure for last 5 years was 13,615.1 billions VND witlh an annuMlaverage increase of 3 8,9%. The budget expenditures much contributed to thedevelopment of cultural and educational sector, health care, and poverty reductioll.Expenditure for development investment was 9,458.8 billions VND with annualaverage increase of 53%, making up 70.3% the total expenditLre. Regular expenditurleis 2,853.5 billions VND, or 25.5% of the total expenditure.

Banking is importantly changed in legal environment aspect towards marketmechanism and international integration. Credit structure already ensures eqLialitvbetween economic elements. Credit activities increase in average 41.52%/year. ATIMbecomes more and more popular.

The local economic growth in recent years has been rapidly increased. In 2005, GDI'for the actual average price per capita was VND 15,222 thousand, which is 2'. timesas high as that in 2006 (VND 6,906 thousand). In terms of economic branches.industry and construction are now developing as they accounts for larger andc largerpercentage of the total.

Table 4-2 GDP structure of Da Nang (°/t)

Sectors 2000 2002 2003 2004 | 2ThAgriculture, forestry, 7,86 6,73 6,40 5,96 1 5,68aquacu Iturelndustrv, construction 41,26 43,52 45,60 49,07 51,09Services 50.88 49,75 48,00 44,97 43.23Total 100 l00 100 100 10(

(So urce: Dai Aang Stattistics Yearbook in 2005)

The foreign investment in the city grows gradually year by year. The amount of caipitalregistered until late 2005 was USD 181,743,000, of which the largest investmiienit wasmade in industry as of USD 115,707,000, followed by investments in hotels andrestaurants up to (USD 40,285,000).

4.2.6 Totirisni

Da Nang city is striving to increase the proportion of tourism sector in GDP structul-eup to 13.3% in 2006 and 16.5% in 2010. To do it, making Danang become a centre tortourism, diversifying types of tourism, relaxing, beach swiming, ecological toLlurisll.sightseeing, paying proper attention to developing both international and internaltourisnm, international exchange and investment cooperation, planning tourism routefriom Ba Na to Son Tra penisula and along the Han r-iver, developing Da Nang toUrIisIllin compliance with the tourism master plan including Hue- Da Nang- Quanig Nam-Highland and, at the same time, taking into consideration international relationshipwitlh the South East Asia region etc. are the activities intended to be done bv the citv.

Soci il czi EnVil E 0MIonnlm t/l De'elopmneni Joinlt Stock Co'on1Iv1111, (SIYCiO) 4-I-

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r Environmental impacts assessmentTable 5-2 summarizes environmental impacts of project activities.

Sociadl an,de Environmental Developmet Joinit Stock Compaill., (SECO) 5-i

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Table 5-1 Sumniary of main impacts

Impacts Affected subject Impact duration and extent Impact Requirement of Requireniitmagnitude mitigation ofof impacts measures monitorinig

Positive impactsSupply clean water for LIAs Community in LlAs Permanent - within LIAs Medium No Yes

Improve drainage capacity, solve Community in LIAs and Permanent - witlhin project areas Significant No Yes

inundation in LlAs and Phu Loc along Phu Loc riverriverSolve pollution from wastewater Community in LlAs and Pernanent - within project areas Significant No Yes

in LlAs and Phu Loc river along Phu Loc riverImprove environmental Community in project areas Permanent - within project areas Medium No Yes

-condition and public healthImprove Phu Loc environment Aquatic ecosystem Permanent - Phu Loc river and outlet Significant No Yes

area in Danang bay

Increase land value Local authorities Permanent - witlhin project areas Medium No No

Community in project areasNegative impactsA. During site clearance1. Com?lponentt A - UrbanUpgradingUpgrading LIA iinfiastructureDust from demolition Workers lemporatv -within alley Medium Yes Yes

People living within andaround demolition areas

Air emission from vehicles and Air environment Temporaty - within alley Medium Yes Yes

constrLIction equipment WorkersPeople living within andaround demolition areas

Noise and vibration ft-romi Worker-s 'lTemporat\ - within alley Negligible Yes Yes

construction equipmenit People living within andarounld demolitioni areas

Socil 1(1ci l knvilso 1e, ital /X' 1? '.orlw n if.1 ml {.Ioc Compon- (F ()) )

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Dannclig J'l jio iiV h/rc,striicture h7vesineni /'ro'el Environmental -ssessMent Report - Phiase Il

T-emporary flood from People living withlini and Temporaty - within alley Slight Yes Yes

wastewater and storm water around demolitioin areas Short term - a section of Phu Loc riverESulrface water environment close to Thanh Khe 5 LIA and Thanh

Khe Tay resettlement areaSolid waste from demolishment Workers Short term - within alley Slight Yes Yes

People living within andaround demolition areas

Traffic obstacle People living within and Short term - within and around alley Slight Yes Yes

around demolition areasSocial impactsResettlenmenzt areasDust from demolition Workers Short term - around demolition areas High Yes Yes

People living arounddemolition areas

Air emission from vehicles and Air environment Short term - around demolition areas Medium Yes Yes

cons-truction equipment WorkersPeople living arounddemolition areas

Noise and vibration from Workers Short term - around demolition areas Medium Yes Yes

construction equipment People living arounddemolition areas

Temporary flood from People living around Short term - aroulid demolition areas Slight No Yes

wastewater and storm water demolition areas

Solid waste fiom demolishment Workers Short terin - around demolition areas Slight Yes Yes

People living within andaround demolition areas

T-raffic obstacle People living around Short term - around demolition areas Medium Yes Yes

demolition areas aid at and at transportation routetransportationi rouite _

DestroN vcgetational cov\er Paddy and cultivated field Per-imanienit - within dem7olition areas Slighit No No -

2. Componunt_B - Envl'ironmental Aanaleia enlt - --

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Dust fiom demolition Workers Short term - aroLind demolition areas Medium Yes YesPeople living arounddemolition areas

Air emission from vehicles and Air environment T'emporar-y - around demolition areas Significant Yes Yesconstruction equipment Workers

People living arounddemolition areas

Noise and vibration from Workers Temporary - arounld demolition areas Significant Yes Yesconstruction equipment People living within

dernolition areasTemporary flood from People living within Temporary - withinl demolition areas Medium Yes Yeswastewater and storm water demolition areasTraffic obstacle Can tro giao People living within Short term - around demolition areas Medium Yes Yesthong demolition areas and at and at transportation route

transportation routeDestFoy vegetational cover Cultivated land, trees in Permanent - within demolition areas Medium Yes No

gardensB. Construction phase1. Component A - Urban UpgradingUpgradinzg LL4 infrastructureConstruction dust, air emission Air environment Short term within alley Slight No Yesand noise from transportation Wor-kersvehicles and construction People living within alleyequipmnentTemporary flood from People living within alley Temporary - withiin alley Medium Yes Yeswastewater and storm waterDisposal of excavated soil People living within allev and Temporary - within alley and at Medium Yes Yes

at transportationi r oute transportation routeDomestic waste Wor,ker-s Temporar' - within construction areas Slight Yes Yes

People living -within alley1Traflic obstacle People living withiln alid Temporar\ - ithlinl and ai-ound alleN MediulIl Yes Yes

alroLund allevResettlenent areas I_

.SoCill :171 ' 11 1-1/0mitAr/l Devlopmew,lot lvii ,Stock ( MYllIpOltI (SE( (0)

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Construction dust, air emission Air environment Temporary - arounid construction areas Medium Yes Yesand noise from transportation Workersvehicles and constrLIction People living aroundequipment constructioni areas and at

transportation routeTemporary flood from Surface water environment at Temporary - within construction areas Slight Yes Yeswvastewater and storm water Phu Loc river and Hoa QuyDisposal of excavated soil People living at transportation Temporary - at transportation route Medium Yes Yes

routeDomestic waste Workers T-emporary Slight Yes Yes

Surface water environmentPeople living aroundconstruction areas

Traffic obstacle People living around Temporar-y - at transportation route Medium Yes Yesconstruction areas and attransportation route

2. Component B - Environmental Mantagementa. Constrictioni of sewage and Phlu Loc embankmtientDust from excavation Air environment Temporary - along Phu Loc river High Yes Yes

WorkersPeople living aroundconstruction area and attransportation route

Dust and air emission from Air environment Temporary -along Phu Loc river Medium Yes Yestransportation vehicles and Wor-kersconstruction equipment People living around

construction area and attransportation route

Noise and vibration from Worlkers Temporary - along Phui Loc river Medium Yes Yesconstruction equipment People livin(z around

collnstluctioln area and attransportation route i

Domestic wlaste VWorkers - TempoiarN - along Phu Loc river Slight dYes Yes

'OCW /t U ( '/17111-0 17M I71 /ctl L ) 1 e I JpIe / l oi ,U tck C omn1!(n l5I (A() ) 5-D

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Surface water environimentAir environment

Leakage oil and grease Soil Short term Slight Yes In case ofSurface water environment accident

Traffic obstacle People living around Temporary - along Phu Loc river Mledium Yes Yesconstruction area and attransportation route

Temporary flood from People living close to Temporary - along Phiu Loc river Medium Yes Yeswvastewater and storm water construction areasb. Dredging Pl/iu Loc river Yes YesIncrease turbidity Water quality of Phu Loc Temporary - along Phu Loc river MediumM Yes Yes

river and outletDisperse sludge and pollutants Water quality of Phu Loc Temporary - along Phui Loc river Medium Yes Yes

river and outletOffensive odor People living along Phu Loc Temporary - along Phu Loc river High Yes Yes

river-Leachate from sludge temporary Water quality of Phu Loc Temporary - along Phu Loc river Medium Yes Yesstorage river

People living along Phu Locriver

Oil and grease from dredging Water quality of Phu Loc Short term Negligible No Noequipment river and outletObstacle of boat transpor-tation Fishermen living near Phu Short term Slight No No

Loc outletTransportation and disposal of Air environment Slhort term Medium Yes Yes Codredged sludge People at transportation routec. Accidlental lantlslide of Plit Water quality of Phu Loc Long term High Yes In case ofLoc river bank river and outlet accident

People living along Phu LocDriver

C. Operation phaseI1. ConmponentA - LUrban u/pgrlading'LIAs I I I !

So1tial a71d / rotuneneil I)clvlpmnel Jol on1i 'n 'cA ( ninpn (.S;(-( )v

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ILanang Priority 117froasf u ucniure Investnte Project 1El nirol l men tal .ssssstneni Report - Phase la

Air emission fromn sewage People living in LiAs Long term Slight Yes Yesduring maintenanceDredged siLudge People living in LlAs Short ter-m Medium Yes YesIncrease run-off water People living in LIAs Shor-t term Slight Yes YesResettlemzent areas

Solid waste People living in resettlement Long term Slight Yes Yesareas

\Vastewater and septage People living in resettlement Long term Slight Yes Yesareas

Air emission from sewage People living in resettlement Long tern Medium Yes Yesduring maintenance areasDredged sludge People living in resettlement Short term Medium Yes Yes

areasIncrease run-off water People living in resettlement Short tenr Slight Yes Yes

areas2. Component B - Environmental ManagemenitOffensive odor from manholes People living in project area Long term Slight Yes YesPollution from effluent of Phu Water quality of Phu Loc Long term Slight Yes YesLoc WWTP river and around outlet in

Danang bayI Pollution from wastewater of Water quality of Phu Loc Short term High Yes In case of

Phu Loc WWTP in case of river accidentaccident

Soc),'ial (7l1d I o ii, 0)17011 1 iO I)&V'fIm/p11/ 7 71 /0 ) (! t (0 oxpoxo (S t ) Y-)

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DC1a7ang Pl,iotriti' Ifi astructure Inv'esintnel PI.ojcct E ii'i/on7ennicc A,ssessmen7t Report - Ihaluse

5.1 Positive impactsThe pro ject implementation will bring positive effects to people living in project areas aswell as the city.a. SuppIv clecin water for residents: Most oflthe existing shallow water in project areas

has been polluted by bacteria, thus unsafe for uIse for drinking and domestic purposes.The project upon completion will support in supplying water for daily domesticpurposes for communities, which helps in long term improve public health. Based onthe existing water supply in project areas, the beneficiaries in Hoa Khe and ChauThanlh LIAs would outnumber those in the other areas.

b. Increase drainage ccapaciv, reduce inundation. by installing new drains and dredgingexisting sewers, drainage capacity of the system will be significantly improved,particularly in areas that are sunken or have not any drainage system yet as well as inareas along the Phu Loc river.

c. Solve polliution fromn wastewater. field trips and public consultations showed that.pollution from wastewater was common in most of the project areas, especially aloii-the Phu Loc river. During operation phase, wastewater from the PhuL Loc river'scatchment will be collected and treated in the WWTP, which helps eliminate thleproblem of polluting wastewater and improve public health in pro'ject areas.

di. Improve environment of the Phu Loc river: the river has been polluted by wastewaterfor years. which in turn influenced the water quality of Danang Bay around its outlet.Al'ter being rehabilitated, the river water quality would be significantly improved,wlich help recover the aquatic ecosystem there. During operation, the PhIU Loc riverwould create a beautifill landscape for Danang city if it is well managed.

e. Increase landutse value: road and alleys as upgraded and widened will facilitate localtraffic, contributing to economic development and living condition improvemenlt.These changes would indirectly increase landuse value in project areas.

5.2 limpacts during site clearance

5.2.1 Pollution sourcesDurinig pre-construction phase, main project activities are site preparing, includ(ingcompensation of land and plants, site clearance and clean up..., quantity of landacquirement and demolishment are presented in following table:

Table 5-2 Quantity of construction in LIAs

Items Total house Fence length Agricultural Number of Estimatedarea to be to be torn land to be trees to be duL-ation

demolished down acquired choped(m2/household) (m/household) (m2/

househlold)A. Componient A -Urban Upgrading1. Upgrading LMAsThanh Khe I and 2.854.3/115 2228.3/263 0 293 1-' montiXuani Hoa A LlAsThanh Khe 5 LIA 303.44/39 497.13/56 209.5 0 2-3 VeVekIChau Thanh LIA 405,60/64 156,24/25 0 0 2-3 wveekTrun, Tam LIA 439,60/80 147,76/26 0 0 2-3 ueekSi,Ci(II ui117Ili,D,,nwntnl Developmen Jointt stck compallCU (SfClo) 5-s

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2.Resettlemient

aretas

l-loa Minh 9.213/53 1.793,80/26 11.382/27 581 2-3 monothresettlement areaHoa Quy 148/2 497/1 0 0 I weekresettlement areaThanh Khe Tay 5495/76 291/30 3373 1/5 1944 2-2.5resettlement area moiitlB. Coniponent B -Environmental

Managyement1. Pht1 Loc river 4592/199 2090/100 29979/11 2327 rn2 2-3 montlrelhbilit(atioui

a. Dutst: generated during demolishment and debris transportation from site to disposalarea. It is predicted that amount of dust generated in Thanh Khe Tay + Xuani Hoia ALIA, Thanh Khe Tay and Hoa Minh resettlement areas will be relatively higlh due tolarge number of demolished works and their concentration at the site. The amoullt ofdust generated during the Phu Loc river rehabilitation is only at mediumLL levelbecause the demolished works are scattered along the river.

b. Air emiiissions: emitted from demolishing and transporting equipment, bulldozers.Load of air emission in Thanh Khe Tay and Hoa Minh resettlement areas and TlanlhKhe t + Xuan Hloa A LIAs would be higher than that in remaining areas. Load of airemission generated in Phu Loc area is small because demolished works are scatteredalong the river. Besides, there is a rather insignificant air emission from demllolishiedsewers or septic tanks.

c. Noise tand ^vibr-ation: generated during demolishing and froom equipment operating atthe site. However, because only a feW number of equipment are used in this phase.mainly bulldozers and excavators, and most of demolition will be carried outmanually by displaced people, thus this pollution source is negligible.

d. Wastew,ater canicd run-off water: During destructuring of underground works, it isnecessary to temporarily block the sewers. In case of raining, run-off water wvould bestucked and lead to partial flooding. Some amount of wastewater is generated byworkers and households around the site. H-Iowever, as the number of worlkers is smalland the destructured houses are scattered, the wastewater volume is predicted to besmall at individual sites.

e. Solicd wuastes: include mainly construction debris such as concrete, tiles. maortar...frIom broken buildings, chopped trees during site clearance, and small amount oldomestic solid waste generated by workers. The biggest volume of debris is predictedto come from Hoa Minh resettlement area, followed by those from Thanh Klie Tayresettlement area. Phu Loc river, Thanh Khe I + Xuan Hoa A, while the volulilescoming from the remaining LIAs are relatively small. Trees to be choped concentratemainly in the Phu Loc river area and Thanh Khe Tay resettlement area.

Pollution sources in Chau Thanh, Trung Tam, Thanh Khe 5 LlAs and Hoa Quwvresettlement area are predicted to be inconsiderable due to small number of dislocatedhouseholds and the fact that, these areas are scattered in the city and dur-atioll ofperformance is short (1-2 weeks).

Sociail (a11d1 E-niroluneilal Delelopmnent Joint Stock Comnpam)' (SECDO) j-'

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Due to large number of dislocated households, pollution source in LIA Xuan Hoa andaccuLmlulative sources in LIA Thanh Khe 5 together with Phu Loc area are significant. Incase site clearance in LIA Thanh Khe 5 and Phu Loc area are carried out together, itwould cause accumulative impact within the site, particularly in areas close to the PIIuLoc river. Duration of these activities would be 1-3 months.

5.2.2 Affected subjects and extent of impact- Air environment at site clearance's areas would be impacted during the whole

performance. The largest impact will occur in Thanh Khe Tay. along the Phu Locriver and in Hoa Minh resettlement area with areas of some 39,230m2, 34,570m2 and20,600m2 respectively. In Thanh Khe 1 and Xuan lloa A LIA, impact willconcentrate mainly at Ha Huy Tap road. In the remaining, areas, impact will occurmainly within alleys.

- Water quality of the Phu Loc river would be affected by demolition of existing sewerand by wastewater from workers or households during drainage interTuption, howeverthis impact extent is negligible.

- Soil condition: would be impacted by construction debris -enerated durinig demolitionland cutting trees. The number of trees to be choped and amount of agriculture land tobe acquired in Hoa Minh anh1 along the Phu Loc river are relatively higlh. Tlhe plantand vegetational cover would be destroyed but in small amount.

Piroject affected people (PAPs) could be clasified into the following groups:- People wvith significant loses such as land or real estate to be acquired, losinig access

to property, losing income or living means. The number of such houselholds in ThanhKhe 1 + Xuan Hoa A is 378 and for the areas along the Phu Loc river the fig,ure is299;

- People less impacted by the project in terms of land acquisition, access to property butstill impacted in terms of instability, pollution, spirit, security, traffic convenietice:

- People whose business or small trading activities are temporarily interrupted, whloreare living mainly in LLAs and whose loses are related to land acquisition foI alley\ideninig. However, the number of these people is small.

- Local authority: their loses are of such kinds as losing agricultural land, spenldingmuch time to pursue local people, losing tax on properties or businesses that arestopped, land acquisition.

5.2.3 Impacts assessment

a. Inmptict to air environm?lenit, nioise and vibrationIn pre-conistruction period, the main impacts to air, noise and vibration include:- Duist. impact by dust in Thanh Khe 1 + Xuan Hoa A LIA, Thanh Khe Tay and I Hoa

N'tinh LIAs, Phu Loc river are medium while it is very light in other areas. In tlhisphase, generated dust would increase TSP in project areas and be higher thalLstandard. However, at the moment TSP content in these areas is from 19 (Tharhli Klhe5 LIA) to 39 times (Thanh Khe I LIA) higher than standard. In fact, as demolitioniwill be carried out mainly manually, it will therefore together with regulal- waterspraying could reduce dust pollution remarkably.

- .Air einission: this impact is caused mainly by transportation vehicles. The emissionisincluLde S02, NOx, CO..., whiclh occur at transportation routes such as Tran Cao Van;Dung Sy Thanh Khe, Nguyen Khuyen, Ha Huy Tap roads etc. during per-formilanicedurationi. Duration of demolition is pre5icted to last from I week to 3 monitlhs. Basedon the existing environmental baseline conditions, the air pollution contents at pro'ject

SOCl / Uln IFn0ij,oniecntl/ De velopment Joint, .Stock Comlipailny (SEC ')

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areas in this phase are predicted still to be under standard. Offensive odor emitteddLurinig demolition of septic tank would affect workers and people living within thesite. However this will only be slight impacts as the PMU will contract with thetJRENCO to remove septage before demolishing, in addition this work will be carriedout only in a slhort time.

- Noise and vibration: As the destruction and movement of houses and structures atclearance sites involve mainly excavators, bulldozers and some manual work withmediuLm concentration only during the daytime as well as most of the structures arealready too old, the impacts are predicted to be inconsiderable;

b. Impact to water environmentIn pre-construction phase, the site clearance activities carried out in the areas along thePhu Loc river and in Thanrh Khe 5 LIA, the impacts to water environment are as follows:- Activities to stop and change the flow during the construction of drainage and seweer

systems can make the water stagnant or cause some overflow especially on rainy daysand cause pollution to the water environment and affect the residents' doimesticactivities by bad smell.

- Destruction of old sewer system and transport of construction waste will cause somieincrease in turbidity of surface water and deposition at the site. Prior to theconstruction, the implementation agency needs to coorperate witlh the URENCO tocheck if the solid waste blocking item1s at outlets and inlets are functionnilng properlyin order to reduce impacts to surface water.

- During site clearance, domestic wastewater fromii workers and households will bestuck and stagnant due to destruction of sewer system. However? as the waslerwateramount is small and will be collected to pump into the city's common drainagesystem, the impacts to environment will be insignificant.

c. Itmpacts to soil conditionSite clearance activities at the areas along the Phu Loc river and resettlement areas wouldcause destruction of surface ground and vegetational cover. I-However, these wastes willbe classified, debris will be transported to defined location, so this impact is slight.Trimming trees and site clearance could impact the soil and cause changes to the existingvegetational cover. The total amount of acquired agricultural land in Thanh Klihe 'rayresettlemzent and along the Phu Loc river is large. Neitherless, there are no valuablespecies in these areas except cultivated crops, frLuit trees in gardens or casuarina andshade trees, thus tlhis impact is slight.tl. Traffic obstacle:In this phase, as wastes will be temporarily stored on-site, they would narrow mzaini roadlsand cauLse traffic obstacle to people living in the project area. Transportation of materialand excavated soil will lead to increasing traffic density at main transporation roads suchLus Tran Cao Van/ Dung Sy Thanh Khe, Nguyen Khuyen, Ong Ich Khiem, Ha Huy Tapetc.. which are main roads of the city and have already high traffic density, for example.traffic density in Ong Ich Khiem road is 1300 - 2200 motobike/h and 50 - 50 car/hI.Thierefore, increasing number of vehicles at these roads might result in traffic jam if it isnot well organized.e. Impacts to socio-econiomic environn2ent- Acquisition of land, walls, fences and gates to expand boundaries of alleys and site

clearance will impact on property, land value and area. Local people will eitherexpress their agreement on sacrifying the land or property on land or react negatively.Thus, it is necessary to have a good plan,to solve this problem of impacted people.

.OCiUl (/ EIol lil oM7enza/l Developmenl Jobit Stock Colnpain' (SliC()) 5-Il

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- In some places of Danang city, households use their front house places to runi smallbusiness in kinds of shops, temporary markets on alleys. Upgrading of alleys wvill stopsuch kinds of business, cause their income lose. Therefore, it is sure that impactedbusiness households will react in a negative way, thus it is necessary to have goodpolicies to deal with the problem.

- Land acquisition along alleys will impact on water supply, electricity andcormnLnication as some electric poles can be moved.

- The above activities will for sure impact and cause some disorder to daily lil'e of'impacted households. Those households that are not sufficiently informed may havenegative reaction.

- Upgrading markets may have temporary impacts to business activities of householdsat temporary markets.

- Entertainment places of local people may be temporarily closed to be upgraded.- For those local authorities at areas where alleys are to be upgraded, it will be difficult

for them to provide information prior to site clearance to stabilise local residents'spirit, make them understand about the benefits the upgrading will bring. Theauthorities will be busy by being closely involved in security issues to mitih.atenegative impacts during the project implementation especially durilng laildacquisition.

- Complaints or claims for compensation or land price may be made by somilehouseholds and it is unavoidable in case they will not be willing to move, wvhiclh \Villimpact on the project progress; land prices variation will occuL during the projectcontruction phase, especially during operation phase wlhen the environmenit in tlleproject area is significantly improved.

- It may also be necessary to deploy management activities relating to land busillessand new construction of households at ugraded alleys.

- During expansion of alleys, demoslishment of houses, undergrounld works and onground works, traftic jam on transportation routes and at intersectionis vill beunavoidab]e during waste transportation.

- Reactions from local authroties, communities and households on pollutions suchI assolid wastes, wastewater, stormwater and noise, and dust may occur in this plhase otfthe project.

In summary, land acquisition or site clearance for upgrading or expanding alleys canmake socio-economic daily life, environment, security and traffic in the project areasdisordered for some time. The investment owner, local autlhorities and local peopletherefore need to closely cooperate in order to minimize negative impacts to thleenvironment and society.

5.3 Impacts during construction phase

5.3.1 Impacts during construction of component A - Urban upgrading

The main activities that would trigger environment impacts during construction otcomuponient A include:

- Wideniing and upgrading alleys for LIAs- Construction of water supply and drainage system- Upgrading public lighting system for LIAs

SOciadl MO bj17iroitneWtal Developmoent Joilnt Stock Comnpcm,) (SEC(i) 5- I/

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- Upgrading social infrastructure including: market, public relax place- Construction of 3 resettlement areas with relevant infrastructure system

5.3.1.1 Impacts during construction of LlAsa. Pollutionz sources

Project will perform construction at 3 LIAs simultaneously with duration of 12 monthls.commences in June, 2008. Total quantity of construction in LIAs' is summaried in table5-3.

Table 5-3 Summary of construction volumes in LlAs

Itemas Unit QuantityThanh Khe Thanh Khe Chau TruLn1g Tam

I + Xuan 5 ThanhHoa A

Area ha 34.88 9.92 4.08 2.19Numllber of households hh 1,160 502 377 293RoadsRoad 19.5m width II 602.89Road 5.5m width m 886.94 414.10 197.7

Road 5.0m width m 228.56

Road 3.5m witlh in 397.78 150.28 96.7 908.68

Road 2.5m iwidth m 155.81 208.760

Water suipply,DI10 HDPE pipe In 690.0 244 453

D63 lHDPE pipe m 2,487 1.348.0 803 971

D50 IDPE pipe m 511 289.0 971

D40 HDPE pipe in 970 705.6 419 296

D32. HDPE pipe Im 457

Fire hydranit DIOO set 4 9 2 3

Water meter for household set 972 409.0 121 1 1I

Drainailge'I

Tertiary collecting sewer; B=0,4in In 1448 1 00 73 1Tertiary collecting sewer; B=0,6m In 1,845 552 20o 0Tertiary collecting sewer; B=0,Srn In 74 l94Main sewer for new road B=0,8in in 270Malrket m2 506Piiblic relax plaice rn2 835

The main pollution sources during upgrading infrastructul-e in LIAs are identii'iecd asfollow:- Dust, air emissions and noise: Activities such as upgradinig, expanding alley's and

roads, excavating for sewer intallation, transportinig wastes or material in and out, oroperating machines will all create air pollution and noise. Within alley area, due tonarTow space, construction method is -aiamly manual, thus this pollution source isrelatively small. However, attention should be paid because construction activities are

SL'i(l7I cH /lironlnci(J ulD'/opinent Joilt Stock Comlpamy (.SECO) D5-131

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carried out very closely to the residential area. For main roads, the amouLnt of this kindof pollution is larger, especially at Ha Huy Tap road in Thanh Khe I + Xuan Hoa ALIA (road width of 19.5m).

- Wastewater ancd r un-offj water: Upgrading and expanding alleys, installation of waterpipelines or drainage sewers related to demolishing sewers of houses. breaklimgmanholes would cause wastewater outflow onto the ground and its stagnation, and

bad smell for surrouding areas. Stagnant wastewater will create a habitat tor insects(mosquito) development which is a source of diseases such as malaria, petechial feverand offensive smell for local people. Domestic wastewater generated by workers onsite during constrcution, if not properly collected and controlled, would ti 22

negative impacts to environment and of community's life, especially in rainlycondition or long construction period.On the other hand, upgrading and expanding alleys are also related to demolishillgexisting drains, which prevents water flow. Therefore, storm water may becomzestagnant in flood areas during rainy season or if it is raining. In Danang, there was aheavv rain that can flood up to 1/2 m underwater within some hours.

- Solicd wastes: solid wastes generated during construction include (i) excavated soilduring site clearance, alley expansion, digging trenches for water pipeline and draillgesewers, digging for installing poles or electric lines and (ii) domestic solid waste fromlwxorkers. Thus, proper measures need to be taken to manage and transl'er these solidwastes shortly in order to clear the way and clean environment for the upgradedallevs.

b. Affected subjects

Subjects affected during upgrading infrastructure in LIAs are as follows:

- Air environnment in LIAs would be affected. However, as constructioll will take placein small areas and be performed manually and at small scale, the impacts arerelatively small and last for short time, about 1-2 weeks at each alley. Airenvironment at main transporation routes inside and outside LIAs such as Hla I-MvTap, Ong Ich Khiem, Nguyen Hoang, Trieu Nu Vuong, Pham Ngu Lao... would beaffected during the entire construction phase, expected to be 12 months.

- Water environment of the Phu Loc river will be affected during construction of LIAThlanhil Khe 5. However, magnitude of impacts will be light because this river will beimproved at the same time.

- Peolpe living within construction areas of alleys will be affected. As the constructionwill be conducted seperately for each alley, the number of affected houLsehiolds ateach construction route is about 20-25 during 1-2 weeks.

- People running businesses at alleys would be affected during construction stage. thatis expected to be 1-2 weeks. However, the number of affected households is small.

- Traffic in LIAs as well as at main transportation routes would be affected dutingconstruction phase.

c. Imiipacts assessmentDuring construction phase of alleys upgrading, the main impacts will be as follows:- Dxtt, air enmission cind noise: within alley area, these impacts are slight and occur

only in short time. For main roads such as Ha Huy Tap road, because meclhanicalconstruction method is applied with 'larger number of construction equipllmellt

iloLci(I/ /bulivionmnenia/ Developmenil Joint Stock ComIpoin (SI.C ) 5-14

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operating at the same time, these impacts would be higher and will occur in 2-3 weeksat each section. Impacts at alleys or roads where several items are performed at thc

same time would be larger. During dry season it NVould also be lar,ger than dLiring

rainy season.WofVustewvater and run-offiiwater: temporary flooding would occur during construction,

and these impacts much intesify in rainy season. If construction duration is prolonged,or main and branch sewers are not constructed synchronously, it would lead to largerimpacts on daily life of inhabitants. Water environment of the Phit Loc river would bepolluted by wastewater and run-off water from Thanh Khe 5, bitt these impacts areslight because the river rehabilitation is also performed at the same time. Constructionof sewers requires shallow trenchs, so wastewater and run-off water would not affect

groundwater quality during construction. It is necessary to apply management andtechnical measures properly in order to minimize impacts to human life. ITlhe

measures will be detailed in mitigation section below.Solid wi,aste: excavated soild will be collected and transported daily, so this impact is

negligible. Quantity of domestic solid waste from workers is small bItt if it is not

collected and disposed daily, it would pollute the ambient environment. At the

moment, most of the project areas are provided with in-site solid waste collection

service, so this impact is manageable.Otlier ir, pacits:.* On transportation: excavated soild and material will be transported in and out

during construction. As the main alleys in four LlAs under phase I of the pro'ject

are small with many nairow branches and alleys, whiclh allow mainly manualtransportation with the use of three-wheelers or carsts. Such transportation methodrequires high frequency of moving in and out. In addition, as the populationidensity is high, the traffic is very busy there. Therefore, construction will affect

the residents' traffic, and would be unsafe for elder and children. Traffic jam may

happen in rush hour of construction. Material storage at larger alleys or main roadswould affect the traffic in these areas. However, as the amount of material to be

stored is small and main vehicles there are motorbikes and bikes, this impact is

slight.* Teinlporarv cllt ojf power, waster su1pply, telephone line, cable tivi: due to

replacement of electricity poles, water pipes..., however these impacts are

temporary and in slhort-term.* Social secutrilt: may be changed due to concentration of large number of on-site

workers and materials, machines and vehicles and equipment that will causC

negative impacts to the areas.* Incidents of groulnd subsidence or land slide dullring constru-lction: impacts to

construction works around as a result of drainage trench digging, ground ramminlgT

etc., may occutr as wall breaking or cracks, distortion, foundation subsidence etc..

whiclh may affect the construction progress and cost, compensation or make theic

pollution situation last longer.

Conicluisioni: Main impacts during construction phase include temporary flood fiomiiwastewater and run-off water, traffic obstacle, safety, spreading of diseases. Among 4

upgraded LIAs, impacts in Thanh Khe 1 + Xuan Hoa A LIA, occurim,g mainily at fIla l-IluyTap road, are larger than in the other areas due to large construction qLuantitv. Air

environment and people living at main transporation routes inside and outside the LIAs

SocioI coidi( 1-jionoirolmet7tl Dce'iloplnenlt Joint Stock C'ompanY (SECO) 5-15

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Dua7L7ng Priority InJijastr utcture hIvestment Pr ojec/ Env!ironmenitlal .Assesstinem7I Repolrt - Plhla.c I a

such as Ha Huy Tap, Ong Ich Khiem, Nguyen Hoang, Trieu Nu Vuong, Pham Ngu l ao...would be affected during construction phase, expected to last 12 months. Details ofimpacts for each LIA are in the Community Environmental Management Plan (CEMP)and attached in Annex C.

5.3.1.2 Impacts during construction of resettlement areas(1. Polliitionz sourcesMain construction items in resettlement areas include resettlement apartments, technlicalinfrastructure items such as internal roads, public lighting system, water supply anddrainage, vehicle parking places, and socio-economic infrastructure including sclhools,kincdergarten, clinics etc.. These infrastructure items can be based on the existinginfrastructure or newly built. Summary construction quantity for each resettlement area isshown in table 5-4.

SoLci.ll and Liwiromnenltal DcvClopment Joint Stock Company (S/ECO) 5-16

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Table 5-4 Summary of construction quantity in resettlement areas

Items Unit QuantityHoa Minh Hoa Quy Thanih Khe Ta\

resettlement resettlement resettlemlent areaarea area

Area ha 7.18 5.96 5.18RoadlsRoad 20.5rn width rn 460 135Road 15.5m width mn 240 560Road 11.5mwidth in 1.150 695WVater supply

DI50 DI pipe m 468.0

Dl 1O HDPE pipe mn 505.0 537.0 1.060,0

D60 HDPE pipe m 1,545.0 1.700 1.011,0

Fire hydrant D100 set 3.0 2.0 4.0

Water meter for household set 209.0 266.0 1 1 l()

Dr-ainatige system

Combined sewer GIDIOOO-RC m 387 146

Combined sewer GID800-RC m 406 153 44.0

Combined sewer GID600-RC in 1601 1368 744.0

W'astewater collecting sewer in 940 825 379.(Bxll=0.35x0.5

Box culvel-t crossing the roadB8OO-RC 21 0

Box cLIlvel-t crossing the roadB600-RC 63,0

Leveling,

Volulmle of top soil removal m3 9733,17 0

Volulmle of sand backfilling rn3 9733,17 0u f l e m3 77.133,93 7.442,19Volurne of soil excavation

m3 12.978,05 34.807,47 -103.6()VoIliime of soil filling KO.85

Volume of soil removed! coning m3 73.889,05 -27.365,28 -103.600

Construction in these 3 resettlement areas will be conducted at the same time witlhexpected duration of 12 months, commencing in June, 2008. Main wastes that will hegenerated during site leveling, constructing infrastrLIcture are identified as tollows:

Dzust, Air emnissions and Noise: At the construction sites of apartment housing andresettlement areas, demolishing the existing works, leveling, soil excavation for thefoundation, vehicle operation will create dust, air emission and noise. Noise isgenerated by bulldozers, concrete mixers and transportation means with noise level of'61.5 - 73 dBA within lOmi radius aroundc construction site.

.SoiCl! (1d /1\ i voomnetal Developmenlt .ointi Stock Comiipany (S'ECO) -

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IV'usleieater and run-off walter. leveling for the resettlement areas constructioll relatedto preventing flow and demolislhing the existing temporary drainage and sewers mayacause partial flood, especially in rainy season. With the number of 50-100 workers oneach construction site and wastewater standard of a worker is 501/day, the volume ofwastewater generated by them is estimated at 2.5 - 5m3/ day. It is therefore necessaryto apply appropriate measure to control this kind of wastewater. As Thanh Khe 'ITavresettlement area is next to the Phu Loc river, construction work would affect the riverwater quality, thereby indirectly affect water quality in Da Nang Bay. Propermeasures for water collection and temporary drainage for these areas dut-illgconstruction phase should be applied.The volume of run-off storm water from these areas during construction is relativelvhigh due to large open areas.Solicd lvastes: include (i) excavated soil during construction and (ii) domestic solidwaste from workers, with the number of workers working at each site of about 50 -100 persons, it is estimated that the volume of solid waste generated at each site issome 25 - 50kg/ day (average solid waste generated is 0.5kg/ capita-day). 'This \Vasteshould be collected and managed properly to mitigate environmental impacts.

b. Affected sutbjects- Air environment in resettlement areas and in 10-20m radius around them milglht be

inmpacted during their construction, expected to last 6-12 months. Air environment atmaini transportation routes such as Tran Cao Van, Luu Quang Vu, Nguyell Khuyewould also be affected during the construction.Water quality of Phu Loc river would be affected during construction of Thanh KlhcTay resettlement area.

- People living around resettlement areas wvould be affected by air emission, noise andvibration during construction phase. Number of affected 11ouseCholds is small becaLusethe selected areas locate in separate residential areas.IPeople and traffic at main transportation routes sLuch as Nguyen Khuyen, Luu QuaLLgVu would be affected by transportation during construction phase.Soil condition at resettlement areas would be destroyed and usage purpose totallychanged in order to construct apartment and infrastructure.

c. ilpacts assessmentt

- DuZlS air- emission and noise: air environment at project areas would be affected by

dust and air emission. Dust generated during construction will increase TSP content atthe sites and at main transportation routes. At the moment, TSP at transportationroutes is from 32 times (at access road to Thanh Khe Tay resettlement area) to 65times (at Luu Quang Vu road) higher than standard. Content of noxious emissions atthese routes is still muclh below standard, so during construction, eventhouLgh airenivironiment would be slightly affected by emissions, its parameters will he stillbelow standard. People living along those routes would be atfected by noise due toincreasing number of vehicles. The existing noise level there is low. rangino- fromii 52to 61 dBA. Noise generated by truck is 68 dBA within lOm radius and 62 dBA w ithin20m radius. Thus noise level at project areas is still below standard.

- Wa7sewciter and ruin-off water: The amount of generated domestic wastewater is mlall.However, if it is not collected and treated properly, it would be a potential pollutiollsour-ce to soil and groundwater. If wastewater from Than-h Khe Tay resettlement areais disclharged directly to the Phu Loc river Without any treatment, it will increasepollutanit content there.

Sociail cowd Enviro,neatal Devl1opment Joint Stock Coompainy (SEC 9)

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Volume of run-off water during the rain from resettlement areas is relatively largewvith high SS content, which would trigger temporary flood if not collected and welldischarged. If run-off water from Thanh Khe Tay resettlement area flows directly tothe Phu Loc river, turbidity and SS content in the river would be increased .

- SolidI wvaste: excavated soild and redundant material w,vill be collected and reused. sothey would not trigger any impacts. Domestic solid waste is generated in smallamounts and will be collected and disposed of daily or every 2 days, its impact istherefore negligible.

- Traffic obstacle: transportation routes such as Tran Cao Van, Nguyen Klhuyen, LuUQuang Vu would be affected by increasing traffic density. At the moment, trafficdensity at Luu Quang Vu road is not high, only 50-60 motorbikes/ h and 5-6 cars/ h.During construction phase, if 5T trucks will be used in transportation, the averagenumber of vechicles on Luu Quang Vu road would be increased by 7 trucks/ Il.Traffic density at Nguyen Khuyen road is relatively high as of 440-1.500 motorbikes/h and 50-100 cars/ h and during construction, it might be increased by 3 trucks/h1. AsTran Cao Van is one of the main roads of the city, it wooud have the same tral'icdensity as at Ong Ich Khiem road witlh 1.300-2.200 motorbike/h and 50-150 cars/' h.T'he number of vehicles at this road would be increased by 9 trucks/ Ii. 1)uriatconstruction phase, traffic jam is possible to happen at Tran Cao Van if transporationis not well managed. Impacts to traffic at LLIU Quaing VU ancd Nguyell KhIluycl roadsare medium.

- Leveling, constructing infrastructure in resettlement areas would destroy top soil,change value of land use eternally. Plant cover at these areas would be destroyed.Hoowever, as the existing vetegational cover there is very poor, with no valulableplants, the magnitude of impacts will be light.

Con7clusion: during constrLIction ph-ase of resettlement areas. air environment slhall beaffected mainly by dust and noise. Wastewater- and storm run-off water are also pollutio0nsources if' they are not well managed. Suitable traffic schedLIle for Tran Cao Van roadshould be applied to avoid traffic jam. These impacts would occur through constructionperiod for 6-12 months.

5.3.2 Impact cluring construction of component B - Environmental managemelnt

5.3.2.1 Impacts during construction of sewage system and river embankment

5.3.2.1.1 Street excavationa. Pollutioni souirces- Length and quantity of proposed items are as follow:- Length of embankment and management road at both river sides: some 1.83k1m- Lengthi of combined sewer GID600: 350m- Length of combined sewer GID800: 1835m- Length of interceptor sewer GID250: 645m- Length of interceptor sewer GID315: 765m- Length of interceptor sewer GID630: 350m- Length of main force GID630: 520m- 05 wastewater pumping stations and 13 overflow manholes- Construction of primary and secondaiy drainage mains related to Tlhanh Klhe 5 LIA:

449m.

oCocitll elln il /Ll'1n n71ien1711 Del elVopmnJot int Stock (cniip(111 (Sl.(()) 5- 19

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- Construction of primary and secondary drainage mains related to Chau Thanh LIA:563m.

Estimated volume of excavated soil from construction activities as mentioned above isiepresented in Table 5-5, total volume of excavation soil is about 18.606m3. P'rimarywaste from excavation during construction process is predicted to be organic soil andmedium coarse sand because most sections of the Phu Loc river sides are earth banlks.Besides, there is also a small amount of construction debris from demolishing existingunderground works or road excavation.

Table 5-5 Estimation of excavation and rilling volumes

No. Item Average Length (m) Average Estimatecdwidth (m) depth (m) volume

(in 3)A Phu Loc embankment

Excavation of road and PhuLI Loc river embankment (Al) 14-20.5 3,093 75,75(2 Filling of embankment (A2) 61. i()

Filling road base and sidewalk,3 K 0.95 (A3) 156.700B Construction of wastewater collection serverI Combined GID600 1.5 350 1.6 840) -9 Combined GID800 1.8 1,835 3 | 9,9()3 Interceptor GID250 1.25 645 2. 1,773.754 Interceptor GID315 1.3 765 2.3 2,287.35S Interceptor GID630 1.5 350 2.9 1, 522.6 Main force GID630 1.5 520 1.5 1.1707 Wastewater pumping station 5 5 5 1258 13 overflow manholes 2 2 3 156

Total B 5,260C Related trutn k sewers for LIAsI Drainage sewer in Thanh Khe 2.5 449 2.5 2.8 06

5 (assumed sewer dimensionsof BxH=I,5xI,5m)

2 Drainage sewer in Chau Thanhi 563

Total C 2,806

Totul excavated volimne 83,817 7D=A1+B+CTotal flling volunme 218.20)E=A2 +A3

Excavating lm3 soil would generate in average about 1-lOOg of dust particles, so \vith83,817m3 soil the amount of generated dust particles would be some 83.8 to 8.380 kg.b. Inmpacted suibjectsS'ince the executing route stretches out along the Phu Loc River banks, affected obljectsduLring the process of building the river embankment are households, sclhools andifactories... along the banks, including:

Sociail anid Elivironmental Developmenl Joint Stock Compan'li (SEC()) i- r)

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- l-lousehoulds living within construction area, affected duration is estimated at 1-2weeks for each construction section (10-20m length of embanlkmient or sewver).Affected will be residential areas along the river.

- Some schools and offices could be affected during the construction process, includinuCollege of Gymnastic, Workshop 2 of 29/3 Textile company, Commercial Secondar-yschool.

- Soil environment: soil band and vegetational cover along the river, whiclh are withinconstruction limit, would be destroyed eternally to construct access road andembankment.

- Maini transportation routes such as Nguyen 'Tat Thanih, Tran Cao Van! Dung Sy ThanllKhe road would be affected during construction by increasing traffic density.

- As for the construction of related trunk sewers f'or the LJAs Thanh Khe S and CIhaLnThanhl, the affected subjects are households living within the sites. However, theimpacts are predicted to be partial, occur in short term within only small areas. 'Tlheconstruction will take place at EC road in T'hanh Khe 5, Ong Ich Khiem and NguyenHoanig roads.

c. Impact tissessnmenit

With about 83.8 - 8,380 kg dust generated during excavation within an area of soli61.500n2, the volume of dust is ratlher high if' necessary mitigation measures are n1otapplied. In fact, the amount of dust generated would be even higlher due to possiblematerial spill during transportation and deposited dust as it might be swept Llp bv windand vehicles from the storage. Besides, dust is also genieteared during demolitioin of' theexisting underground works.

A laroe almIount of arising dust shall impact directly the workers because of theil frequLen1tcontact with high dust concentration air and shall brintg inconveniences to daily livin- of'habitants in construction area. The most seriously at'ected subjects are the people wholive near the construction site, especially in dry season. 1-lowever, if the constrLictiowork is diveded (one or two weeks for a construction section), this impact shall happeni illa slhort time and confined scale. Actually, spraying water frequently on construction areais a necessary measure to reduce dust pollution.

5.3.2.1.2 Dust and air emission from construction vehiclesa. Polliution souircesDust and air emission will be generated by construction vehicles in the work areas anidalong transportation routes used for hauling materials. Volume of dust and exhaLust tfMneswill be estimated based on the following subpositions:- About one-third the volume of excavated soil from sewers will be reused as trenichi

backfill, excavated soil along the Phu Loc river will be reused in tillinig theembankment. The volume of filling is about 134,383m3.

- It is supposed that the volume of dug soil that needs to be disposed of and the \Xolulm1eof materials is equivalent with the total volume of excavated soil (8 3,817m3i).

- 5 ton capacity trucks will be used and it could carry about 4m3 of soil or materials pertrip. It is estimasted that 33,596 vehicle trips out/in along 8.000m of constructionroutes.

Soaidtl (11 Environmzental D/evelopmzent Joint Stock Compallloi' (SECO) -251

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- Proposed construction duration is 18 moths (from June, 2008 to Decemiibel-, 2009). So.the increasing number of vehicles on all the construction routes is about 8 trips perhour in average.

In the construction phase, a big amount of vehicles that go in and out construction areawill cause environmental pollution by dust and air emission (SO2 NOx, CO. VOC).Based on the quick assessment method of the World Health Organization (WHO), anestimate of generated dust and other key air emissions generated bv transportationvehicles is provided in Table 5-6.

Table 5-6 Estimated air emission from transportation vehicle

Emission Emission factor Emission load (8,000111 x(kg/ 1000kmii) 39 trip/day)

(kg/ d)TSP 0,9 0,06S02 4,29xS 0,1 33NOx 11,8 0,73CO 6,0 0,37VOC 2,6 0,16

(Note. S - Cotncentrtition of sulphutr infrbel, S 0.3 - 0,5%)

b. Imzpact assessnmenit

According to calculation, concentrations of average pollutioll matter increase on thewhole construction route. Estimated additional concentrationi of dust, SO(D CO, VOC alre0.64, 1.51, 4.24 and 1.84[-ig/m3, respectively.

The main transportation routes for construction are Nguyen Tat Thanh and Trail Cao Vanroads. Based on baseline environment, added witlh dust and air emissions hro-imtransportation vehicles, TSP concentrationi would be higher thani standard, whileconcentration of SO2. CO, VOC are still lower than standard (see the test result of' air-quality in Annex A). Frequent vehicle travels together with large number of constructionequipment that operate concurrently would trigger major impact as it would cause stutfvor uncomfortable feeling for habitants within the areas, particularly foi elder andSchiildren.

5.3.2.1.3 Noise and vibration of transportation vehicles and other constructionequipment

a. Pollttion sources

Noise will be generated mainly by the trucks transportinig materials out/in the site andother construction equipment as well as machinery as excavators, bulldozers ect. [ihepredicted noise levels at calculated points will be defined based on the following tormlaLLt(P1am Ng,oc Dang, 1997):

Lp (X) = Lp (Xo) +20 log10 (Xo/X) (dB)

Lp(Xo): noise level at a distance of Olm froom the source (dBA)

SOC 1hl/ (IJIC 11(17viroonmientl/ Development Joint Stock Comnpany (SECO) 5 22

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XO = I m

Lp(X): the noise level to be calculated

X: the location where the noise is to be calculated

Noise level at calculated points of transportation vehicles and machinery are presentedl onTable 5-7.

Table 5-7 Predicted Noise Levels from Construction Vehicles and Equipmenit

Type of Vehicle Noise Level - I m from Source Predicted PredictedNoise Level Noise Levelanc Equipment Range AverageI() m fi-oiii 2() nia fit

Source SourCe

Bulldozer 93 73 67.0

Leveler 72.0 74.0 54 45.0

Excavator 72.0 - 84.0 78.0 58 52.0

Truck 82.0 - 94.0 88 68 62

Concrete mixer 75.0 - 88.0 81.5 61.5 55.5

National standard (TCVN 5949-1998): 50 - 75 dBA (between 6 AM - 6 PM) torresidential areas

. National standard for working environlmiient issued by Ministry of Ilealth: 85 dBA (8 hoLurworlk day)

b. Impact assessmenit

Noise and vibration will be generated from big construction equipmllenlt (bulldozel-,concrete mixer, truck...). It is also caused by demolishing uLnderground works. The typesof noise sources would be as follows:

- Noise from area source: generated primarily from transportation vehicle fleets aLnldwould be triggered along transporation routes within about 8km. In comparison withnational standard on allowable noise level in residential area, noise from transporationvehicle is rather high (68dBA). However, this impact is tncontinuous and short-termll.

- Noise from point source: generated from fixed equipment or operating within narrowarea. At the site, equipment and machines such as bulldozer, pile driver, concretemixer etc. would cause noise impacts with magnitude higher than that from areasource. because noise is generated throughout the construction stage. The highestnoise of tIp to 73 dBA would come from buldozers, within radius of lOm.

-gligh noise level would affect directly health of workers that are operating eqluiplllellt orworking at the site as well as people living within lOm around the site. People livingfarther than lOm would be less affected. The impacts of noise and vibration wouild belhigher in case many equipment operate concurrently.

.Noc iai (aOh I 1,auviroewtafl Developmenit .Ioiot Stock Comipty (SEC'( 5O)'

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Pile driving for strenthening embankment foundation would generate high vibrationlevel. As most of the existing houses along the river are of grade 4, the impacts olvibration in long time on their structures would be sig,nificant if necessary measuLes arenot applied.

5.3.2.1.4 Domestic wastes generated during construction

a. Polluition2 soutrces

Dosmetic wastes which are generated during construction process inclucle wastewaterand solid waste by workers at the site. The number of workers at construction site is somilc200, wastewater standard is 501/ capita-day in case workers take bath and wash theirclothes on-site, thus the total amount of generated dosmetic wastewater is 10 m3/ day.Volume of BOD is about 9kg/ day (45g BOD/ capita-day).

Estimated volume of solid waste from 200 workers is some 100kg/day in case of on-sitecooking (average waste is 0.5kg/person-day).

b. Impact assessment

The average wastewater load of about 10m3/dav and the value of BODS and SS; arerather highl. Therefore, it will be pollution source for the Plhu Loc river in case ot directdischarge to it without any treatment.

Volume of daily dosmetic waste from workers is not high (some 100kg/day). 1Hlowever. ilit is not collected and treated, the pollution situation will be more serious and will createspread mosquito vector as well as diaseases to affect healtlh of workers and habitants insurl-oLinding areas.

5.3.2.1.5 Leakage of residual oil and grease

a. PolIlutioII soulrces

In construction process, residual oil shall be generated from preparation or equiplllelntmaintenance process. According to technical document, the average amouLnt of grease tobe changed from each construction machine is some 71 at each change, which needs to hedone evei-y 3-6 months. If the quantity of vehicles and other machinery is 20. the volum11eof arising residual oil and grease will be some 1401/month.

b. Impact assessmenit

Detindable residual oil and grease may be harmfuil waste (code: A3020, Basel: YS).Impact of residual oil and grease will happen in case of leakage in store, overflow watertogether with oil from construction equipment. If there are no strict methods to contr-oltheir collection and removal, whenever they permeate through the soil or get into the PhAuLoc river, the water and ground environment will be polluted.

5.3.2.1.6 Run-off watera. Polluttiont souirces

Sacicil (Id L/ Evirownointal DeCvlopmlenlt joint Stock Comnpam1n (SECO) 5-24

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RLun-off water would be generated from rain water at construction areas and sewertrenchs. from wastewater overflow due to drainage interupption. in process of waterspraying or vehicle cleaning. It has high content of suspended solid and turbidity becauseof soil during construction, of which the most considerable pollution source is rain wateroverflow. Volume of run-off water depends on1 rain intensity, rainning duration and openconstruction area.b. Inmpact assessemenit

- If rain wvater overflow together with gravelly soil is discharged directly to the lh'lLi Locriver without pre-treatment, concentration of suspended subtance and turbidity level willincrease. If it flows to sewage system of the city, it will deposit sediment in chamnbers.Besides, endosmose of rain water to grouLnd in construction area (as holes, wastewaterpumping station) could generate pollution for groundwater in neiglhbouring aLeas.

- In process of spraying road surface or vehicle cleaning, overflow water which has highlSS content and maybe with leakage grease from equipments and machlinery is an implicitpollution source for the Phu Loc river. However, this impact is predicted to be low andinsignfificant.

- The stopped/blocked flow during construction shall temporarily intel-ruplt waterdischarage, causing overflows of dosmetic wvastewater and partial flooding as well aspollution. The Phu Loc river is the main wastewater receiving location of the city, so theimpact is significant during the construction of protective embankments. Dischargeablecapacity of the river shall decrease during construction duratioll because the flow will benarTowed. In case of heavy rain with flood tide, both river banks there would be tlooded.

5.3.2.1.7 Impacts to local trafficIt is anticipated that the increasing volume of vehicles due to the maovemenlt worik is about8 turns of vehicle per hour along the whole implementing route. The roads whichi areplanmed to be main routes for materials transporting are Nguyen Tat Thanh Street andTran Cao Van or Dung Sy Thanh Khe Street. The impact of the increasing volumae oftransportation and vehicles on Nguyen Tat Thanh street is inconsiderable as this street islarge and the traffic density there is light. However, this kind of impact on Tran Cao Van/ Dun, Sv Thanh Khe road and Ong Ich Khiem road is sifilificant since they are rathelnarrow with high traffic density. In addition, there are a numliber of civil houses as well aseducational and training centres in the area.

During the implementation process, piles of soils and stones which have not been takeenaway, or the material gathering fields at the roadworks may cause negative impacts onithle traffic and safety of local residents. Supposing the heighlt of soil, stony piles or pilesof stored raw materials is about 1.5 metre; for each cubic metre of stored material nleededwill be a piece of road of 0.5 metre lengtlh and 1.3 metre width. Material storage will n1otIIImCui affect the traffic during the construction of Phu ILoc river embankment because thearea for building the control lines along the two river banks can be used. Howevel-. incase the wvater sullage pits are implemented on the streets inside the city suchi as the Ong,=Ich Khiem or Nguyen Hoang street, these effects can become significant due to their-narrow wvidth.

S'aC// 1/ a11/ Envoironmetal/ DeVCo10p7nt1 JOinit Slock Co017m7p1Y (SLECO) 5-25

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Coniclzusion: While constructing sewers and Phu Loc protective embankment, airenvironment shall be affected by dust and air emissions. It would affect health of workersand people living around the site. Residual oil and grease, run-off water, if not becollected and managed properly, are potential pollution sources for soil and suL-rfacewater. Transportation would be affected if construction is not well scheduled. I-However,these impacts are predicted to be light, short, local and could be managed by appropriatemitigation measures.

5.3.2.2 Impacts of dredging, transporting and disposal of sediment from P1u LocRiver, existing sewers and canals

5.3.2.2.1 Impacts of sediment dredging

Mlajor impacts during dredging process include:

- Increasing turbidity.- Turbulence of polutants in sludge- Emission air and ordor.- Leachate.- Oil and grease from dredging equipment.

a. In creaisinig tuirbiditv aiid turbuilenice of pollutitatsPolluation soutrces:It is estimated that there are two main kinds of materials to be dredged out. which are:- Deposit sludge along the Phu Loc river with estimated volume of 26,390m3;- Fine sand, yellow - grey color with estimated volume of'65,900m3.Besides, among the materials to be dredged. there may be a small amount of constructionBeaste created from the demolishing process and solid waste created from daily activitiesof people who live along the river.In pact assessiielit

- Increasing turbidity: with relatively large amount of dredged sludg,e and grains of'sizes below 0.3mm accounting for 24.1% to 55.5% of sludge composition, tlhe processof sediment dredging in the Phu Loc river will increase the turbidity level in the riverwater, ai'ecting the quality of the water on the surface of Da Nang Gulf, wherei theriver mouth flows into the sea. The increase in turbidity level will create impacts olthe lives of aquatic animals. however, as as the river is the place which receiveswastewater for years, there is no valuable aquatic animal living in in it. There are nOaquaculture planting and raising areas or beaches around the river mouth eithere. OthLe other hand, due to considerable water flow exchange between the river and thle

t b I I I

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Con1clulsion: While constructing sewers and Phu Loc protective embankment, airenvironment shall be affected by dust and air emissions. It would affect health of workersand people living around the site. Residual oil and grease, run-off water, if not becollected and managed properly, are potential pollution sources for soil and surlacewater. Transportation would be affected if construction is not well scheduled. H-owever,these impacts are predicted to be light, short, local and could be managed by appropr-iatemitigation measures.

5.3.2.2 Impacts of dredging, transporting and disposal of sediment from Phu LocRiver, existing sewers and canals

5.3.2.2.1 Impacts of sediment dredgingt

Major impacts during dredging process include:

Increasing turbidity.Turbulence of polutants in sludgeE Emission air and ordor.Leachate.

Oil and grease from dredging equipment.

a. Inicre(asinig turbiditp and turbutlenice of polluitantsPolluttioin souirces:It is estimated that there are twvo main kinds of materials to be dredged out, which are:- Deposit sludge along the Phu Loc river with estimated volulmle of 26,320m3;- Fine sand, yellow - grey color with estimated volume of 65,900m3.Besides, among the materials to be dredged, there may be a small amount of constl-uctiolnWvaste created from the demolishing process and solid waste created from ldaily activitiesof people who live along the river.Iin pact assessmiient

- Incecrsing turbidity: with relatively large amount of dredged sludge and grains of'sizes below 0.3mm accounting for 24.1% to 55.5% of sludge composition, tlhe processof sediment dredging in the Phu Loc river will increase the turbidity level in the riverwater, affecting the quality of the wvater on the surface of Da Nang Gulf, where theriver mouthl flows into the sea. The increase in turbidity level will create impacts onthe lives of aquatic animals. However, as as the river is the place which receiveswastewater for years, there is no valuable aquatic animal living in it. There are nOaquaculture planting and raising areas or beaches around the river mouth either. Onthe other hand, due to considerable water flow exchange between the river and thesea, impact caused by the increase in turbidity level is not so dramatic, and it onlycomes to effect during tide ebbs. When the tide rises, the hanging dregs can be sweptaway up to the upstream area, but this effect can not be accountable because thebeginning point of the Phu Loc river is connected with the water conductilln clanniielof the West Lake. It is estimated that the turbidity level will increase Illost at the riversection that is dredged. However, as dredging activities and method depend on eachIspecific segment of the river, using suitable dredging equipment can reduce this kindof bad effects.

Saocial n /l Viil E nvirnmnenltaIl Developncait Jait Stack CamllIPcaI;' (S/JCO) -26

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Tursbuilence of bottom seiimen&t aInd incrciasinu conlamtinants: Beside the impact ofincreasing the turbidity, sediment raised from the bottom of the river also leads tosome increase in the content of other contaminianits in the water such as heavv metaland bacteria accumulated in the bottom sediment. Thlese substances are able to begone with the stream flowing to Da nang Gulf. The main polutants in sludge areheavy metals.

b. Exhlausted air emissioni antd offenisive ordcor

Pollutiioni souirce

During the process of dredging, sediment which lies at the bottom of the river will be aswell as in existing sewers at Trung Tam LIA will be raised. As the stagnated sedinmenithas been accumulated and disintegrated for years, it will generate exhaust ftumes whlellcontacting with the air. The generated fumes consist of Methane (CI-14), SulpuL - lydro(H2S), Carbonic (C02), which are the main flumes that cause unpleasant and bad odor tothe surrounding place, especially in case the work is implemented in the dry season.In case the sediment from Phu Loc river is temporarily kept so as to be dried up beforethrowing away, the organic substances in the sediment will continue to be disintegratedand create uncomfortable odors.

Imppact assess5Ce5tt

Arising sediment at the river bottom will badly affect the environment in termiis ofoffensive odor, especially in the case of the Phu Loc river because the sediment has beenstagnated there for a long time without being dredged. Fumes that are generated consistof Methane (CH4, Sulphur Hydro (H2S) and Carbonic (C02). Such an environment with-a great content of these kinds of gas can influelnce health of the workers and residenitswho live along the river. Although the Phu Loc river catchmenit is next to Da Nang has.due to the high density of houses and the blockage of Thanlh Loc Dan apartment hbilding.

the possibility for the air to be ventilated by winds from the ocean is restricted. As peoplewho live along the river have been bearing the uncomfortable odor for a long timle, thesituation can become even more serious when more bad fumes are createdt durlinadredging. With a great amount of sediment to be dredged out (26.320m3) and a longimplementing time (about 18 months), the effect caused by bad odors is considerable if'no suitable minimizing methods are applied.Dredging sludge from existing sewers at Pham Ngu Lao Trieu Nu Vuong roads would

create offensive order and affect to people living in these areas. This impact miglht occurin 1-2 days at each road.

c. Leaichate at tle place of sedinmenit's tenmporary storage

Pollutionl souirces

In case sediment is temporarily kept onshore. leachate with rich content of suspendedlsubstances as well as contaminated substances may drip out from the place, causingpollution for the surroLndings if no suitable method of collecting and processing thewxaste is applied.

.Socla/ /n I['D1n11onnicntal Devielopinnet Joi17t Stock Comiinv (S'ECO) 5-2

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Inmpact assessment

In case the dredged sediment is temporarily kept onshore for drying up, leachate drippitnlgfrom the sediment, which contains a rich content of suspended solid, when pouring outinto the surrounding areas will bring about pollution. otherwise it can flow backwardsinto the Phu Loc river and increase the suspended solid and turbidity of the water. In caseof rain, leachate may mix with the rain water and then tflows into the households arounldthe site area, causing pollution. Air emission from the continuing process of' or-anicsubstances digestion wvhen being kept temporarily also causes pollution to the air.Nevertheless, this affect is anticipated to be light as there is an empty land tfor thesidewalks along the river banks that can be used for this purpose.

Dredged sludge from existing sewers is liquid and could not stored at the site, it shall besucked by specialized equtipment, stored and transported by tank trucks, so this impacts isslight and short.

d. Oil anid grease from dredging equipmenits

The lubricant in dredging equipment may mix into diluted sediment and drip into theriver in the process of dredging. However, this source of pollution is estimated as beingnegligible.e. Imiipacts to wvaterwaiv traffic

The Phu Loc river outlet is the place where boats and ships of local fishermen areanclhored. This is also an important waterway for fishermen in the East Thanhl Khe Wardto get to Da Nang Gulif. The process of sand sucking requires the water currents to beblocked and separated, which makes the river bed narrower, hence holdingL up thefishermiien's waterway. lowvevcr, this kinid of impact can be reduced by using the methodof implementing the project depending on each segmentation of the river ancl arrangillgthe traffic reasonably, so the ships and boats traffic can easily be organized and acjlustedin most rational way.C(onclusion: The main influences in the process of dredging the stagnated sedimiienitinclude the increase of turbidity level, the cause of air pollution due to emitted gas anidofftensive odor. These impacts are considerable if suitable methods to minimize theimi arenot applied.

5.3.2.2.2 Impacts of transporting and disposing of clredge7 sediment

Dredged nmaterials

in order to evaluate quality of the dredged sediment, sediment samples have been takeni at3 places: (1) At the Phu Loc river's upstreamii, (2) At the downstream point of the city'sdrainiage outlet next to 29/3 Textile company, and (3) near the Phu Loc river outlet. Inorder- to assess the impact of the tide on the quality of sediment, the sediment sampleswere taken both during flood and ebb tides. Criteria related to sediment quality such as:components of sediment grain size, nutrition content, thermal content, salinity. heavv* metals have been analysed in order to propose method for beneficial reusc or disposal ina proper- mannier. The results of sediment quality analysis are presented in Table 5-8 aLndTable 5-9.

½Sciol andl 1EAil,oj,mental Deel'lopnment Joilnt Stock Comipolll' (Sl'('O) 5 -28

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- Dredged sludge is liquid, so it slhould be transported to disposal area by taiik truck toavoid leakage to roads.

- Transporatation of dredged sludge would affect the traffic at the nmain transportationroute i.e. Ton Due Thang road. With total volume of'sludge of 26,320rm3. if 5m3 tanJktrucks are used, the estimated number of trucks needed is 10 turns/ clay. It is ratlhelow, so this impact is slight.

- Dredged sludge is saline and has high contents of lheavy metals, so it could not bereused, needs to be properly disposed of. The department of construction introduced aplace for sludge disposal with an area of 3ha at Plhuoc Thuan, Hoa Nhon coimimiunIle,Hoa Vang district. This area should be facilitated with a drying bed to store and drysludge. The bottom of drying bed is wartertight, leachate from sludge with high SSand pollutant content will be collect and treated. So the imapact of leachate is medi-mbut manageable.

- Beside sludge, the remaining part of dredged material is sand. Accordingu to geo-structure survey at the Phu Loc river, the composition of dredged material will be tinesand, so it could be reused for leveling.

- Dredging sand is focused mainly at the river outlet. This amount of sand can beseperately pumped for the purpose of tilling tIp the pipe lines to collect wastewater orfilling tIp the base ground for the resettlment area, hience there is no considerableinfluence.

Conclusion. The main influence created in the process ol' dredging, transporting. andidisposing of the stagnated sediment is bad odor and sediment spills on1 the transportation1way. These influences can be minimized by suiitable methods. Dredged sand can hereused for filling up of the base groLind and does not caLisc any dramatic impact dutiril-iremoval.

5.3.2.3 Accidental landslide of Phu Loc river banks during constructiona. Polititiont souirceDue to the clharacteristics of the river banks wlich lhave a soft soil base grouLtdl and lor along time have been extended with deposits. during the construction of embankment andwater inlet sluices to gather wastewater, deep digging activities may cause the possibilityof breaking and depressing the river bankis. In case the problem occLirs, the broklen soilwill flow into the river, being rolled away with a great amount of sediment and soil.causing the re-pollution effect to the water quality.b. Iimipact assessmenitIn parallel with the dredging activities in the Phu Loc river, the river embankment willalso be bulilt, the river bed widened and deepened. According to the river banlksgeological structure, they are made of soft soil land with a lot of sand. Therefore. clurin-1the digging work to deepen the river bed with the considerable depth (estimated at 4-5metre), the banks may possibly be broken down if the land consolidating activitics andsLiitable implementing methods are not applied.

In case the river banks are broken down, a large amount of soil and stones will be rolledaway downl into the Phu Loc river, whiclh seriouly reduces the water quality. In additiollto suddenly and dramatically increasing the portion of the hanging substances anid thettl-bidity level, stones and soil which get down into the river bed will sooIn stagnate,leading to increase in the amount of sedinient at the river bottom. This effect will notonly occLIr withini the damaged area but also expands its impacts onl the lower sectioni asSOC',ijb/ (117(/ hv17M'ii ()/M7M'tIal Deve1' pme)a71t/J.ohil7 Slockt Cop( [)9/ ( SL78 (SC ) 5--'()

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wvell as the upstream of the river. The level ol impact depends on the current of the tide,the place and output of the flowing current.

Another impact is on other construction structures in the vicinity. Sinking, cracking maylhappen. in serious cases, houses can even subside at one side or collapse, threatening thesafety of people living inside.

Conclutsion: The impact caused by collapsing of the Phiu Loc river banks to the waterquality and surrounding structures is serious. Hence, during the implementation process.suitable consolidating methods should be strictly followed to avoid the problem.

5.3.3 Inpacts during operation anad mlainteinance phase

5.3.3.1 Impacts during management and operation of Component A - UrbaiiUpgrading

5.3.3.1.1 Impacts during operation of LIAs

a. Imipact souirces

After upgrading, the main pollution source during operation of LIAs is odor from sewagesystem. In normal condition, this impact is small. Impact in dry season is higher thall inrainy season and highest during dredging and maintaining the sewers. Besides, concretingroads and alleys wvould reduce absorbability of soil and increase the amount of run-offwater.

b. I?lpalct subjects anid extent

Subjects that are impacted during management and operationi of LlAs include:

- Air environment would be impacted during dredging and maintaining sewag,e systenii.- Operation and maintenance workers and peopling living around the site during the

performance. However, these impacts are irregular and in short time of from half toone day.

- Beneficiaries of upgrading.- Local authorities that manage the upgradecd items.

c. Imzpact assessmenit

- Impacts during operation phase of LIAs are positive. InfrastructLure upgradilln woLtIldreduce flood, improve environmental and life condition for inhabitants. Uporadillnand widening alleys would create higher land value. At the same time, -lpgradin-social infrastructure such as public relax place, market would bring better publicservices for residents in project areas.

- Maintaining sewage system would impact on workers as well as on people li-ingwitlin the site. The main impact is from noxiuos gas emitted from closed sewers.Tranisportation and disposal of dredged sludge would also impact on sur1rou-Ind areian.d disposal place, however these impacts occur in short time, are partial and cani hemitigated by proper management and implementation measures.

SociCl/ C/mi rm ew'al'ntol Developomen Joinit Stock Comlpanl/ (SI.C O) 5-SI

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5.3.3.1.2 Impacts during operation of resettlement areas

a. Impact sources

During operation of resettlement areas, main pollution sources are domestic wastes fromdaily activites of people living there. Estimated population in each resettlement areas areas followv:

- Hoa Minh resettlement area: 1.300 per.- Hoa Quy resettlement area: 1330 per- Thanh Khe Tay resettlement area: 820 per.

Wastes generated during operation of resettlement areas include:

- Domestic solid Mlaste.- This kind of waste comes from houiseholds and busillessactivities. With average amount of solid waste of 0.5kg/ capita-day, the total amounltsof solid waste generated in Hoa Minh, Hoa Quy, Thanh Khe Tay resettlemenit areasare estimated at 0.65, 0.67. 0.41 T/day respectively.

- Seillage andl seplage.: estimated volume and polutant loads from each resettlementeitarea are presented in Table 5-10. Wastewater volume is not high but would be apollution source to soil and surface water if it is not collected and treated properly.

- .lir Lni.s.siofls: generated from anaerobic disintegrationi of wastewer in closed sewxers.

Table 5-10 Estimatedl volunie ancl pollutant loads from resettlement areas

(up to 2020)Parameter Unit loa Minh Hloa Quy Thanh Khe Tay

Iresettlemenit resettlement resettlemrientarea area area

Water demand I/capita-day 150 150 150Average wastewater I/capita-day 120 120 120amount per capita(equals 80% of waterdemand)Population Per. 1300 1330 820Wastewater volume m3/ day 156 160 99BOD5 per capita g/ capita-day 30 - 35 30 - 35 30 - 35Total BOD5 Kg/ day 39 -45.5 39.9 -46.6 24.6 -28.7

SS per capita g/ capita-day 50 - 55 50 - 55 50 - 55Total SS Kg/day 65-71.5 66,5-73.15 41 -45.1

b. Imnpact subjects and evtent

Impact subjects in resettlement areas during operation are as follows:

- Air environment would be impacted during maintenance of sewage system.- People living there.- The unit that manages and operates the resettlement area is also an impact Subject. It

is necessary to improve the management manner and apply necessary measures toprovide satisfactory services to the inhabitants.

Social (01(d nl9viroonmental Developmenlt Joilit Stoc-k Company (SECO) 5-32'

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- Workers that carry out maintenance of sewage system and people living at the site'would be affected. However, these impacts are irregular and occur only in short timle,from half to 1 day.

c. Imp act assessment

- Solicd waste. total volume of solid waste gener-ated from each resettlement site is nothigh. Each resettlement area will be facilitated with solid waste collection tankis thatplaced at sidewalk with distance between tanks is 30m, solid waste will be disposedof everyday bu specialized vehicles, so this impact is slight.

- ,Sewage and septage: as the wastewater load from each resettlement area is small andcis collected and conducted to the city's sewers, then seperated and treated at theWWTP (as mentioned in project alternatives section), the impacts of sewage istherefore slight. Flush wastewater will be pre-treated in households' septic tanksbefore connecting to the combined system. Septage will be regularly suckecd anddisposed of at Khanh Son landfill, hence impact of septage is slight.

- .ir emission: emissions would release offenisive odor at manlholes. This impact isunavoidable and occur mainly in dry season. The impact level would be hignhestduring dredging and maintenance of sewage system. Transportation and disposal of'dredged sludge would impact on tranisportation route and environment at disposalarea. Nevertheless, this impact occur in short-time, from i/2 to 1 day and could hemitigated by proper measures.

C'onclition: impacts durinig operation of resettlement areas are mainly positive. Negativeimpacts occur during dredging and maintenance of sewage system. collecting an(itreatmaenit of domestic wastes. TFhese impacts are however slight and manageable.

5.3.4 Pollution generated in operation and maintenance sewage system

a. Pollu7tioii soutrce

'Fle main waste substanices generated in the process of operating and mainitaininig thesewage system include some odors getting out from the manholes on the network. Themain air emmision is H-7S and some other kinds of gas. The factors that influence the gasemission include temperature, ingredients and characteristics of the wastewater. The airemaissioni is generated as a result of the disintegration process of offensive gas ftromii thestagnrated sediment in the pits and manholes, especially in the dry season.

b. Affected subjects

During- the operation and maintenance of the sewerage system, directly affected will bethe workers who do the periodic maintenance and dredging work. The houselholds wlholive near-by will also be affected. In phase la, the affected people are the ones who livealonig the Phu Loc river, EC road at Thanh Khe 5 LIA, Ong Ich Khiem street and NguyellHoang street.

c. I" lpact alssessm?enlt

Sochi/l (au/l I<nlivironnwital Devl /opment Joitl Stock Ci'ompani' (E(SEO) --3

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The sewarage system wil1i mainly brin,g about positive effects. Wastewater is gatlheredand brought to the treatment plant, which helps reduce the pollution by wastewater anclimprove the city environmnent.

The main negative impact during the operation and maintenance process of the seweragesystem is the bad odor coming from the manholes, especially in thie dry seasoll. Tlliseffect is only considerable during maintaining, dredging manholes and drainage clhainnel.The odor is caused by Methane and Sulphur Hydro, generated from the disintegration ofthe stagnated sediment. Both the gases are defined as harmfLul which would cause stufFVfeeling and itch for people who keep contact with their high concentration in a lon, time.especially the wvorkers who regularly perform maitenance work. In order to avoid theimplicit effect and potential danger, ventilation during the work performalnce andlimitation of contact time must be applied.

Conslhision: The impact by bad odor during the process of operation and maintellance of'the sewerage system is unavoidable. However, this impact is not great, only short termand can be minimized.

5.3.5 Phu Loc river in operation phase

n. Pollutfion souirces- Efnlient frmion 29/3 Textile Companjy: At present, Ph- Loc river is receivinlg

wastewvater from the residential areas as well as from the industrial malnufacIL11-iuriactivities. The most serious pollution comes from the Factory No. 2 of 29/3 'TextileCompany. However, since the end of 2006, the company has operated the W\WTP.According to the design, effuent will meet the standard for class B of TCVN 5945-1995. It is planned that the eflfuent fi-om the factory will conveyed to the wastewatercollecting system of' Phu Loc WWTP wvhen it comes into operation. Then, the Plhu

Loc river will not receive the wastewater from 29/3 Textile Company wheni it coniesinto the operation phase.

- Effluenit fromo? Phat Loc WWTY': during opeartion, wastewater of the whole Phu Locand Lien Chieu catchments will be collected and treated at Phu Loc WWTP. Efftientfrom this WWTP will be discharged into the Phu Loc river. This is a pollution sourcefor Phu Loc river and Danang Bay. At the moment, the Phu Loc WWTP has not beenoperated yet. Based on monitoring result at Son Tra WWTP, which is olle of the 4WWTPs of Danang and has the same treatment process as Phu Loc WWTP. BOD5volume in the effluent ranges from 42 to 78 mg/I, typical value is around 70mgI1.while SS ranges from 32.8 to 250mg/l, depending oni quality of influent.

- WVastewater fromn Phia Loc WV'TP in caise of acecidIent: The major source that iancause the greatest pollution level to the Phu Loc river happens when occurs a problermxvith the treatment process of the Phu Loc WWTP. At that time, the river has toreceive a great output of wastewater with a highly polluted substanices with BODWand TSS volumes of 3,950kg per day. However, this case hardly ever occurs. (Sourc.c:.

Report on WVaste wtater Processinig in Da iVang - Eriic Van Der ZanclI7).b. Imiipact siubjectsAquatic ecology of the Phu Loc river and water environment around Phu Loc outletwould be impacted during operation phase. Besides, in case of accident in the l'hu LIoc

WWTP. households living downstream of by pass outlet would be affected.

c. Imtip(lct assessmneint

Social andl Lviooi/eo tal Dev\elopliell Join7t Sioc-k CoipanYSL' CS ) 5-34

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- In operation phase, all wastewater from Plhu Loc river catchment will be collected andlconducted to Phu Loc WWTP. Phu Loc river catchinent is one of sub-catchments of'Phu Loc WWTP and it is included in design of Phu Loc WWTP. So receivingwastewater from this catchment will neither increase the capacity nor pollutalnt loadsof the Phu Loc WWTP.

- In operation phase, the Phu Loc river will receive storm water and efftulent flrom0l P'hluLoc WWTP. However, the outlet of Phu Loc WWTP is close to Phu Loc outlet (thedistance from Phu Loc WWTP outlet to Da Nang bay is about 200m), so the wNatersources supplementing the Phu Loc river are mainly storm water and the West ILakeirrigation canal. It is expected that the river water quality will be recovered to thelevel as of 2003, when it was only slightly polluted. At that time, BODS contenitranged from 12 - 21 mg/I, SS content was 38 mg/l (Source: report on environncentulcondition lvear 2003, DONRE).

- Mixed BOD5 content in the Phu Loc river at downstream of Phu Loc WW'I'P outletcan be calculated by mass balance equation:

QTXLCTXL + QSCS = (QTXL + QS)Ce

In wvhichi:QTXL : flow of Phu Loc WWTP, QTXL = 59.700 m3/d = 0.69 r13/s (average dry

flow in 2020)Qs : flow of Phu Loc river, assume in dry season, velocity is 0.7rn/s, water

level is 0.66m (equals half of wvater level in rainy season), Qs = 12.4 13/sCTXL : BOD5 content of Phu Loc WWTP's effluellt, Crx1 = 70mg/lCs : BOD5 content of Phu Loc river, Cs = 21 mg/lC,: mixed BOD5 content

As the mixed BOD5 content in the river water is 23.6 mg/l, it is still below standar-cl.Thus, in operation phase, the effluent from Phu Loc WWTP would not impact Xvater

environmllent of the Phu Loc river.The above equation assumes fuilly mixed flow, whicll typically occurs at distalnce ofabout 8 times of channel width downstream from a soirce that is entering from one balnk.The widtlh of the Phu Loc river at this section is 25.8 m, therefore it will take..about206.4m for the source flow to be fully mixed with the Phu Loc flow. The distance tfromlloutlet of Phu Loc WWTP to Danang bay is about 200m, so the water quality in Danangbay would not be affected by Phu Loc WWTP's effluent.- In case of accident at Phu Loc WWTP, the wastewater from the station wNill be

temporarily discharged into the Phu Loc river through the by-pass outlet niear thletipper stream of the river. Applying the above equation, assuming that the BODcontent of the effluent is 150mg/l (according to the design of WWTP), the mixedBOD content is 27.8mg/l. In this case, the Phu Loc river will be slightly im1pacted.however this case is hardly ever seen.

- The major problem to be dealt with of the Phu Loc river during operation period issand deposits at the river mouth. At the moment, the river oulet is usLially seriouslyextended with deposits, which make the flow narrower and cause obstacles towaterway traffic of local fishermen. At t-iis area, it could be observed that water mavstagniate inside the river outlet and can not flow to Danang Bay. If this issue is notsolved, wastewater after being processed at PhlLu Loc WWTP will stagnate insidccriver outlet, causing pollution to the water environment (figure 5-1), thus decreasingthe effectiveness of the Phu Loc river improvement.

Social and Environmental Developinewt Join7t Stock Company (SECO) -

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Dr .- -

* 7 ,11 !t- - -

,,

Figure 5-1 Phu Loc river outlet

Conclutsionl.The impact of Phu Loc WWTP's effluent to Phui Loc river is negligible. In case ofaccident in Phu Loc WWTP, the river would be impacted slightly. Hlowever. b.esteffectiveness of the improvement of the Phoi Loc river could be fully achieved only' whenthe problemn of sand deposit at the outlet is solved.

5.4 Impacts to cultural propertiesNumllber of temples of tutelary god and houses of forefather that will be affected is Five,of which two have to be displaced including one in Hoa Minlh resettlement area and theother in Hoa Khe LIA. The one in Hoa Minh area will be resettled in-situ, the other is totie moved to Thanh Khe Tay resettlement area. The three remaining works will beaft'ected durinig construction only, of which one is next to the Phu Loc river, the othersare at Nguven Tat Thanh road. Demolition of these works should be carried out mal-Ill,'1Vto minim-ize impacts of dust and vibration. Durinig construction, it is necessary to avoidUSin1g heavy construction equipment around these works, quickly restore status of' theseworks af'ter demolishing. There are 1.206 graves to be displaced and attentioln should bepaid during their removal works, so that it is suitable with the moral ancl traditionalcUlture of local residents.

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6 Mitigation measures

6.1 General principles:

a. Design stage

Designing infrastructure upgrading and sewage system has to observe the regulationlsas follow:

Environmental matters have to be integrated in all the design work and plannillg of theproject. The detailed designs need to minimize adverse impacts on environmenit btmaximizing the use of existing facilities and selecting the location of new facilities inareas where the disturbance to the environment, people and existing struLctures isminimized. .

According to the Vietnamese Construction Regulation Standard Article 3.3 (Protectionof the Natural Resources and Environment), construction projects shLould:

* Not cause adverse effect to environment, and technical regulations on scenery andenvironment protection should be observed,

* Protect natural preservation areas, and historical, cultural and architectural places.* Ensure rational and sustainable use of natural resources, and* Respect traditional customs, practices, and religions of local people.

In the design of drainage and sewerage, attention shLould be paid to preventino thepossibility of contaminating the domestic water supply. Special attention has to bepaid to the possible crossing of water pipes and sewers. For this purpose, it will not beallowed to have water pipes going through the same drainage manholes or boxculverts. If possible, the drainage and sewer systems should be designed to be locatecdas far as possible from wvater pipelines. Discharging points of the drainage systemii hav eto be selected so that the adverse impact is mitigation and the back flow of drainagewater to pipes is prevented or mitigation. Drainage design principles have to beselected in co-operation with the other projects being implemented in the same area toensure consistency between projects and to optimize the effectiveness of tlleconstructed drainage system witlh minimal site and community disturbance.

Upgrading and dredging of channels has to be designed to minimize the needi ofresettlement and to assure proper construction and maintenance access is provided.Transport and disposal of excavated material has to be properly designed andappropriate disposal areas identified and reserved. To minimize transport and off-sitei-impacts, maximum on-site or near site use of excavated and dredged materials will beencouraged. Deposited solid wastes and any contaminated sludge materials which areblocking existing drainage pipelines and channels will be transported to the landfill fordisposal, but most excavated organic materials can be used locally for agricultural andlandscaping purposes. Handling and disposal of sediment and solid waste to specifiedplaces with suitable means of transportation has to be coordinated with relevantantlhol ities.

b. Conistruoctiont phase

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All construction work funded by the sub-project will need to be implemented inaccordance with the appropriate standards, specifications and Bidding / ContractDocuments. The preparation of these Bidding / Contract Documents as well as theTOR for the construction inanagement consultants (CMC) will be sLubject to Bankreviews and issuance of a No Objection Letter (NOL). A summary of these measureswhich have proven effective in managing potential environimental impacts dLrilnlconstruction is provided in Table 6-1.

Table 6-1 General Environmental Impact Mitigation Measures

during Construction

Impact Environmental Impact Mitigation MeastiresNoise, Odor, * The maximum permitted noise levels shall be those in theLitter and Vietnamese standard TCVN 5949:1998 applicable toDust residential areas (The strongest limitations are from 10 pm to 6

am in the vicinity of hospitals, libraries and kindergarteniswhere maximum noise level is 40 dB).

* Air quality and dust emissions shall be mitigatecd throuLll clustsuppression measures required by TCVN 5937:1995 lorresidential areas

* Appropriate equipment shall be used to prevent overloading of'trucks. Accidental spills, sludge, oils and lubricants froillequipment etc. shall be absorbed and collected immediately.

* At the construction sites dust, litter and public inconvenienceshall be minimised by good construction management aLndsupervision.

* Water shall be sprinkled in streets in the vicinity ofconstruction sites to avoid dust.

* Streets shall be kept continuously clean of mud, dirt, spillageand waste from the construction activities

* The contractor shall immediately remove any materials orliquids that cause offensive odours to nearby residents.

Waste * Household and commercial solid wastes shall be collected froilDisposal work sites and transported to an approved by the URENCO

landfill

* Dredged or excavated materials shall be removed trom theworks sites to disposal sites selected by the contractor, providedthat they are not contaminated. Any contaminated materialsshall be transported to sites approved by URENCO andDONRE

* No waste material shall be stored on site for more than 24 houLrs1* Water from excavations or stream diversions shall be

discharged only to an existing drain or stream. No dischargesshall be made to land or public areas.

Public & . The contractor shaU not cause any damage to public or privatePrivate property during the construction work. He shall adeqautelyProperty support all excavations to avoid movemiienit or underminiillg olf

adjacent ground. He shall compensate the owners for any

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damage except where damage is unavoidable due to thepermanent works

* The contractor shall not sever or interfere with any utilityservices unless the owner has consented to suitable temporaryarrangements.

Health and . The Contractor shall provide appropriate safety equipment,Safety tools and protective clothing to the workers and ensure that safe

working methods are applied.Facilites shall be provided for worker to wash with clean waterduring and after the working hours.

* Clean water and first aid kit shall be available to wash and treatany cuts and wounds.

* The contractor shall follow the national safety and healthtregulations during the use of selected earth stabilisation andsupport methods in excavation work.

* Protection masks againgst dust shall be providecd to theworkers.

* The contractor shall provide and maintain safe temporaryaccesses through constructioll sites for residents to reach theirproperties

Traffic and * All works shall be carried out so as not to interfereTransport unnecessarily with public access to and use of roads andArrangements footpaths to or from properties. The width of the contractor-'s

vehicles shall not exceed half the available width of any' accessroad, street or alley

* The contractor shall select transportation routes, choose vehicleweights and distribute loads so that the transportation ifroil andto the site shall not damage roads and bridges

* Tracked vehicles shall not be used on paved roads* Where permanent access routes are to be constructed as part of'

the works they shall be used in preference to roads thr-ougLhresidential areas

* The Contractor shall be responsible for any damage to roadsand bridges

Working * Working time shall not extend before 7a.m. nor after 6pm..Time and Site There shall be no working on SundayArrangements * Site arrangements and instructions concerning site clearaLnce.

fencing, watching and lighting, given in contract documenitsshall be followed by the contractor.

Ptiblic and * Construction methods at each work location shall be agreed inCommunity advance between the contractor, DONRE and the PMU'sRelations supervising consultant. Method statements shall be submitted

by the contractor simultaeously to the supervising consultant.the PMU and to DONRE. The construction methods for eachlocation shall be agreed by discussion of the maetlhod statemnenitat a mecting attendecd by representatives from the contractor.DONRE, the PMU and the supervising consultant.

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* When requlired by DONRE or the PMU the constructionmethod statement shall be explained and discussed at a meetinigwith residents or their representatives

* The PMU shall announce the construction works and allarrangements in the method statement whichi are relevant tothe public during construction work. The information slkall beconveyed to the public by newspapers, TV and radio. Local lythe announcement should be given to the ward representativeswho will inform the residents. Loudspeakers could be usedduring the construction work to give the latest information inconcerning areas.

Supporting environmental mitigation measures during construction are detailedl in theproposed Standard Operating Procedures (SOPs) provided in Annex B. wlich includespecific guidance to the contractor on the following common aspects of civil works:

1.2 Discoveries I3.1 Mobilization and Demobilization 23.2 Field Offices and Facilities3.3 Transportation and Handling 3

3.4 Maintenance of Traffic Flow 4B. Temporary Traffic ControlC. Maintenance for Traffic Safety3.5 Field Engineering3.6 Materials and Storage3.8 Cleaning, (

3.9 Environmental Aspects 73.10 Earthworks 113.13 Maintenance of Adjacent Roads and Bridges 12

c. Operation phaseIn operation phase, project performance indicators shall be regularly measured andmonitored. Besides, method of management and monitoring in environmenitalmanagement and monitoring programme shall be observed.

6.2 Mitigation measures during site clearance

- Duist: regularly spray water at the site, cover transporation vehicles to avoid scatterof soil and material during transportation, clean vehicles before going out of thesite.

- Aiir emission: the contractors will not use too old equipment, regularlv nmaintainequipment to reduce air emission. Will not let equipment operate unll7oad.

- Noise and vibration: Using light machinery which is not too cumber-somne and oldias well as acceptable vibration and noisse. Workers should be provided withnoiseproof cap, avoid construction durinig relax time.

- Wastewater and ruin-off water: volume of wastewater and run-off water during thisstage is small, so it shall be pumped into main sewer in the site. The contractorshall contract with URENCO to provide a mobile toilet at the site to collectwvastewater.

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- Solid waste: construction debris shall be transported and disposal at the city'sdumpsite. Solid waste shall be collected daily and disposed of at Khanlh Sonlandfill. The contractor shall contract with URENCO to transport and disposalthese wastes.

- Traffic obstacle: construction waste, gravelly soil and waste should be quicklytransported out of the area, duration of material storage at site would not exceed 24

hours. Measures to distribute the traffic and transport warning signs shoulcd beapplied while extending roads and sewage system. Coordinating in dealing withLunderground works and waste transporting aims to avoid traffic jam on the roLutesat project areas and surrounding intersections. Trucks shall be restricted cluringrush hours at Tran Cao Van/ Dung Sy Thanh Khe, Nguyen Khuyen, Ong IclKhiem, Ha Huy Tap roads to avoid traffic jam.

- Labor safetv: Detecting mines and bombs during site preparation shall observe thesafety regulations. Relevant authorities will carry out poison/dangerous subtaLniceinvestigations on site and near site of project areas. Health staffs Will watch overregularly to give emergency aid in case of problems. In the areas where theseactivities are being carried out, barriers and dangerous warning sigins shall beraised.

- Mllitigation measures for socio-econoinic ifnpacts:The biggest environmental impact prior to construction is land acquisition anld

resettlement. The project was designed in line with the principle of maximulllllmreducing land acquisition to avoid compulsory resettlement by selecting theoptimal design option. Construction locations and measures are proposecd tobring least impacts to residential areas and culture works. These measures aimto decrease the expenditure of land acquisition and do not violate sensitiveparts in culture and spirit life of people living there (churclhs, tLitelary godtemples of viallages or graves in l-oa Khe and Phu Loc chaninel. etc).

* To limit negative impacts generated by site clearance, "Resettlement polic'framework" and "4Resettlement plan" were developed durinig the projectpreparation shall set orientation for all resettlement activities. I'hese reportsdeal with principles, objectives and criteria of affected people. compensationlinterests, legal frameworks policies, compensation measures and supports,participation of habitants, complaint procedures ancd resolving. which aim toguide activities of compensation, resettlement and restore supports t'oraffected people. The proposals were developed based on the WB Safeguar-dPolicy for Obligatory Resettlement (OP 4.12), Vietnamese legislation andstipulations and guidance of Danang PC which are related to resettlemienltpolicy.

* For affected people, especially the ones to move to new houses. needledl issome support to recover their living standards at least to the same level asbefore moving or as the existing living standards prior to the projectimnplementation (depending on which is higher).

The site clearance activities for Thanh Khe 5 LIA, Phu Loc river area and Thanhl KlheTay resettlement area should be arranged at the same time to reduce impact period.

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6.3 Mitigation measure during construction phase

6.3.1 Mitigation measures during construction of Component A - Urbanupgrading

a. Mitigation measuires to minimize impacts of diust, air emission ald(1 itoise- Constructing upgraded items simultaneously to reduce impact time.- Regularly spray water onto soil piles.- When transporting wastes or materials into or out of the sites, transportation meanis

have to be cleaned and covered to avoid spillage on roads.- Contractors have to prepare appropriate schedule to avoid anv works that may

cause noise and vibration during 8 pm - 7 am.- Transportation means drivers should avoid using horn within urban areas;- Construction machines are to meet noise restriction level.- Fireworsks are prohibited on construction sites;- Vehicles of the project have to meet the standards on air emissions (suchI as TCVN

5947-1; TCVN 6438) and every industrial equipment needs to meet tile stalndal-(rs

on exhaust fumes (TCVN 5939, TCVN 5940):- All vehicles used for construction need to be regularly maitained to redLIce air

emissions.- Drivers or operators in the project areas need to check machine and equipmnenit

before each operation. Machine/equipment parameters before operation should be

recorded sufficiently daily and monthly.-Project means have to bear project logo and its identification numllber to facilitateproject management/supervision by Supervisor, PIIP or commuLnities.

- It is necessary to ensure the noise caused by machine and cqLipllelllnt hcavlV

vehicles etc. does not exceed relevant standard. Construction work is not allowvedito be performed during 8 pm to 7am in order not to cause diisturbance andlhindrance to people;

b. itigiatioii mi1easiures to niinmize polliutionI of w(vstelvater anld run-oJ 'water- In LIAs, it is necessary to install temporary sewers or use pumps to drain oLut

stagnant wastewater and run-off water. These temporary sewers should connect toinain city's sewers.

- In resettlement areas, drainage trenches should be dug around the site or plots tocollect run-off water. A pit to store and settle suspended solid in run-off watel

before discharging to city's sewers is needed at the site. For Thanh Klhe Tavresettlement area, effluent from the pit could be discharged into the Phu Locriver. Dimensions of the pit should be calculated based on rain intensity and the

specific area.- The contractor shall contract with URENCO to provide a mobiLe toilet at the sites

to collect wastewater.e. litigattion nmeasures to minimnize polliutioin of solid waste- Excavated soil and other wastes shall be removed to suitable places promptly, If

not, they should be properly covered and stored to avoid dust.- Excavated soil from Hoa Minh resettlement area and all LIAs shall be transported

to Thanh Khe Tay resettlement area and Phu Loc river area for leveling and fillillngcmbaniikment.

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- Domestic solid waste shall be collected daily and disposed of at Khanh Sonlandfill.

- Construction wastes as mud, soil, stone... shall not be left for long time on sites.They should be removed within 24 hours.

d. Mitigation measuires to minimize traffic accident

- Traffic at Tran Cao Van road shall be divided and scheduled to avoid traffic jaml.Trucks shall be restricted at this road during rush hour, from I lh to 1 3h and from16h to 18h.

- Restrict speed for transportation means, it needs to be 10 km/hour withini theconstruction sites and 30 km/hour inside the city.

- Route for construction velicles should be set up to avoid traffic jam1.- If conistruction work is carried out late at night, it is necessary to mainitaini public

light to avoid accidents of other means and pedestrians.- At night, it is necessary to maintain public lighting on uncompleted construction

sites or material storage places.- For all the construction sites during the constructioni, fences should be raised and

maintained, which should separate constructioni boundaries, but not encroaclh theroads and cause obstacles to traffic inside residential areas.

- In ruslh hours, construction activities at small and crowded areas sIhouldC be

constrained, especially near schools or markets (Le Van Tam school and ThanhKhe market in Thanh Khe 5 or Chau Thanh ...).

- Temporary paths/bridges made of wvood/steel panels with properly raised fencesshoUld be made available for pedestrians th-rougll the sites with con1structionactivities related to trench excavation for drainage, water supply. channel etc.;

- Warning signs should be raised on and around the constructioni site to warni of'possible accidents;

e. Mitigationi measures to ensuire labouir safety at the site- Labor safety at the site of upgrading LIAs and resettlement areas shall be

conformed by contractors. Mine clearance during site preparation shall becomplied with safety rules. The project shall survey risk/ toxic substances witllithe project sites and in neighboring areas.Health officials shall present permanently on site to give timely emergency aid incase of accident.

- Fences and danger warning signs should be raised at the constructioll sites.- Appropriate construciton schedule should be make to reduce unnecessary

prolongation.

f Mitigation measures for site cleaninlg- It is necessary to make the construction site clean of solid wastes, wastewater etc.

before its closing.- Workers should bring proper protection equipment suchi as gloves. helmets. x\atcr

proof shoes when needed.Surface water drainage should be oriented in surrounding areas of the sites,especially in rainy season

g. Mitig-ation measutres to nminimize daimag-es of roads

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- Before constructing, the project shall report on the existing condition of accessroads.

- During construction, access roads shall be monitored weekly. and maintaned ifnecessary.

- Bypasses should be planned to control transportation and traftic in the areas. 11'necessary, while the construction of parallel routes is carried out, part or thewalking lanes should be separated for temporary use for motorbikes and bicycles.

- After constructing, if there are any changes of access roads' quality, they shall berehabilated to restore the status quo.

h. Mitigfation measutres to minimnize danage of adjacent assets- Stakes, landmarks and binding should be raised properly to prevent any impacts to

next to houses. These protection methods should be approved by Engineers prior toapplication; and

- Compensation for any damage of assets caused by inconsistent and insutfficielntprotection methods should correspond to actual value of loses.

i. Mitigationn measures to minimnize lamnages offlora- It is prohibited to cut off, destry or remove any trees or flora without permissionl:- Replacing existing trees with new trees in the other areas withiln Danang city

should be allowed by relevant authorities (selection of the areas for planting newlytrees should be determined with consideration of PCs of all levels);

- Care of new areas of tree planting should be taken for at least 12 monitlhs afterplanting completion.

j. M1ifigation measuires to ninimiiize inipacts to health of ;workers (inl peolple- Sub-interceptors or pumps should be installed to prevent overfloxving wastcwatcr

without control and conduct the wastewater into other drainage systems;- During flooding season, wastewater from sewers or inlet manholes under

construction should be pumped out promptly to keep the roads safe for traveling;- Sludge will be dredged from sewers and brought to the landfill. Construction

wastes should also be disposed of there;- Wastes such as oil, explosives and toxic substances used on sites should be stored

in safe place distant from residential areas; and- Fences should be raised around the construction sites.. Mlitigation menlasures to nminimize impacts of oil and cheemicals

- Leakage from machines, equipment, pumps should be strictly controledc- It is not allowed to discharge oil wastes into river, lakes or drainage systemns

nearby.- Machines, equipment or pumps that cause oil leakage need to be timely repaired at

relevant repair station outside the site;AlMitigation measutres to miiminmize electric impacts at the site

- Only approved electricity cables and tools shall be used on site,- Those who will be permitted to install and maintain electricity systemn oisite

shoUld be differentiated by theil- uniform.

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6.3.2 Mitigation measures during construction component B - EnvironmentalManagement

6.3.2.1 Mitigation measures during constrtuction of sewage system andl riverembankment

a. Eartlh excavation

- Surfaces and soil piles should be regularly sprayed with water.- Excavated soil shall be transported to disposal site within 24 hours.- According geo-structure survey, main composition of excavated soil is fine sand,

therefore its surplus shall be reused for filling the Phu Loc river embankmenit andaccess roads.

- Debris and top soil shall be disposed of at the city's debris dumpsite.

b. Dutst anid air emissioni from constructionz vehicles

- Before leaving the site, transportation means should be cleaned and covered toavoid material spillage/scatter during transportation.

- Old equipment should not be used. Vehicle anid equipment shouldc be regUlarlymaintained to reduce noxious gas. Thle maximullL level of noise in public andresidential areas shall followed Vietnamese standard TCVN 5949-1998.

c. Noise antd vibration of trantsportationi vehicles anzd other conlstruictionl eqluipmenzt

- The contractor should commit to use low noise vehicle and equiplllent.- Vechiles and construction equipment should be refularly checked and maintained

to reduce noise.- Construction activities should not be carried out during relax time of people and

from 10pm to 6am next day.

d. Donmestic wastes

- Tle contractor is responsible to collect all the solid waste from vwork sites anidcontract with URENCO to transport it to the Khanh Son landfill daily.

- On the construction sites, dust, litter and public inconvenience have to be mitigatedby good construction management and site supervision.

- If there is a need for the incineration of any solid wastes at the construction sites,an appropriate control measure shall be required, and the local autlhorities beinformed of these activities prior to their implementation.

- Mobile toilets should be provided to the site to store wastewater.

e. Leakage residutal oil and grease

- Residual grease and oil from maintaining construction machinery slhould be storedlin tight tank, without a discharge pipe to avoid leakage. Wokers also need to betrained to mitigate environmental impacts in case of such leakages. These oil andlgrease could be sold for reuse.

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- Machines that are badly operated and maintained as well as oil pumps sh(ould be

strictly monitored to prevent from leakage;- It is prohibited to throw/discharge oil wastes into rivers, drainage systems etc.

nearby.- Machines, equipment. pumps that need to be repaired should be brought to

relevant repair places outside the construction site.

f: Riimi-off water

- Temporary discharging channels should be arranged prior to excavatinig and

constructing management roads in order to collect and convey overlow water to

pre-sediment tank on site. Dimensions of discharging channels and Pre-

sedimentation tank should be calculated based on the discharge area and necessary

time. Water from pre-sedimentation tank shall be conducted to the Phu Loc rivel,

sand/sediment be removed regularly.- Rain water overflow from areas with construction equipment and mnachillel-r.

whlichi could be polluted by oil, shall be collected and separated from oil before

discharging to the Phu Loc river.- Temporary soil piles on site shall be covered by burlap or nilon to avoid

spillage/collapse. In rainy season, temporary soil storage should be limited.

- In case of water supplv service interruption, the contractor shall prepare detaLiledi

plan and announce to local authorities and habitants in the project area beLtre

implemiientation. The contractor shall prepare appropriate construLction nieasures lo

limit impacts on residential living standards. If the construction duratioll is long,

the contractor shall propose temporary drainage option for the pro'ject area

g. Local traffic

- It is necessary to have rational traffic schedule for Tran Cao Van, NgLuyen I loang

andl Ong Ich Khiem roads during construction phase. Trucks shall be restricted to

enter those roads during rush hours.- Construction work should be avoided during rush hours, temporary bridge for

pedestrians be provided, trenchs be secured by fencing. These conditions 'shall be

included in the contract.- All the activities necessary for the execution and completion of the works alnd

remedying of any defects therein slhall be carried out so as not to interfere-

unnecessarily or improperly with the convenience of the public and/or access and

use of public or private roads and footpaths. The contractor shall use reasonable

means to avoid traffic disruptions and to prevent any damage to roads or bridges

used as transport routes.

h. Site regulation aid safety

The contractor shall prepare and submit proposed site regulations for the PMIJ'sapproval prior to the start of construction. Such site regulations shall include. but not

be limited to, rules in respect of secturity, safety of the facilities and public, gate

control, sanitation, medical care, and fire prevention. Signs to show the name of the

project, the namne of employer and the namiie of contractor have to be located in v isible

places in the construction site.

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i. Stafety, Security aind Protection of the Enviroin,eitf

The contractor shall, throughout the execution and completion of the works anid

remedying of any defects therein:. Follow all local health requirements and safety inethods and instructionis as

described in the Contract Documents. For any proposed work camp w hereworkers will stay overnight, the contractor will be responsible for provicingappropriate guidance and information material on community relations and HIIV /AlDs prevention in coordination with local health officials. Full regard will be

given by the contractor for the safety of all persons entitled to be upon the site and

keep the site and the works in an orderly and safe condition.

* Provide and maintain at his own cost all lights, guards, fencing, warning sigins ancl

flagmen, when and where necessary for the protection of the works or for the

safety and convenience of the public or others, and

* Take all reasonable steps to protect the environment on and off the wvork site and

to avoid damage or nuisance to persons or to property of the public or othersresulting from pollution, noise or other causes arising as a consequence ol lhis

methods of operation.During the construction works, the contractor shall keep the site reasonably free Irom

all uninecessary obstructions and shall store or dispose of any contractor's eqLuiplllellt

and surplus materials and remove from the site any wreckage. rubbish or- temporary

works no longer required. The contractor shall have designated staff who are trainedl

and responsible for site safety and accident prevention. The contractor slhall be

responsible for reporting the details of any accident as sooIn as possible after its

occurrence. The contractor is further responsible to provide appropriate eqluiplllelnt,

tools and protective clothing to the construction workers. The contractor has to enisuirethat appropriate working methods are applied. For example, anti-vibration mounti ngsand noise insulation on equipment has to be used when possible. The contractor has to

provide and train workers on how to use appropriate ear protectors whien noise level in

the working place exceeds 85 dB.

j. Work at Night anid ont Holidays

Unless othervise provided in the contract, no work shall be carried out durinig the

night and on public holidays without prior written consent of the PMU, except xvhere

work is necessary or required to ensure safety of the facilities or for the protectioni of

life, or to prevent loss or damage to property, when the contractor shall inmmediatelyadvise the PMU.

k. Puiblic Relationis

The PMU shall announce the construction works and any new traffic arrangementsduring these works to the public through appropriate media (local newspapers, TV andradio) and through the ward representatives. As needed, loudspeakers can also be useddurino the construction work to provide the latest information to concernied areas. It is

extremely important to inform the ward chairman and local residents in advance aboutany possible pLublic distulbance or nuiisance that may be caused by the conistrtict!onworks to mitigate such possible impacts.

Social aInd1 Environmental Developl7ent Joint Stock Companuy (SECO) 6-11

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6.3.2.2 Mitigation measures for dredging, transporting and disposal of sedimentfrom Phti Loc River and existing sewers

a. Mitigation measuires to minimize impacts during dredgingInicreasing tuirbidity and pollutant (lispersion in Plit Loc river- Estimated volume of dredged sludge is 26,320mn3, specitic guidelines duLl-ila

construction process will be provided in bidding document/contr-act. impacts to

Danang Bay during sand pumping could be mitigated by a dyke that surrounds part

of the outlet to the sea. River water and sand will be pumped into surroundingdarea to deposit. After that, sand will be transfered to the banks or be sucked by self-

propelled suction ships and transported to construction area of' Phu Locembankment. Sand could be reused to fill road base. pavement or se\vagc system.

- Similar method could be applied to dredge sediment in other places oni the rivelr.Construction method during dredging is sectional: to surround the rivel partiallvbefore dredging shall help reduce solid and pollutant dispersion in PlLi Loc river.

Offh(sive odor- To mitigate odor pollution, dredging shall be carried out at a lower deptlh tlhan the

water level so that dredging sediment could not conitact with the air ancd dredlain;,area shall be decreased to the maximum.

- Temporary sediment storage shall be covered by canvas. Sedimenit should not be

stored temporarily in crowded residential areas. Distance between heaps ot'

sediment also needs to increase to the maximum.- In addition, some odor mitigation methods are able to apply as: blower for

ventilation, spraying deodorant to the air (used deodorant must be bioloOicaldisintegration and without negative impacts to water environment as well as healtlhof workers and habitants). There are several such deodorants whiclh are available in

Vietnam and have been used for landfills.- In order to avoid impacts to workers and habitants during dredging at existing

sewers, the manhole cover must be opened several hours before ventilating. wooekrs

must wear safety clothing and gas-masks as well as should not work in a long tillle

in tight contact condition. Specialized sediment suction trucks are proposed toabsorb and transport sediment. Liquid sediment shall be transpoted to Khanll Sonlandfill to dry for further use as landtill cover.

- Dredging plan shall be prepared and announced to local authorities and habitants in

construction areas.Leach ate fro,,z sediment tenmporary storage

- Storage places shall be surrounded by bricks spur dike or sandbags to prevenitleaclhate from flowing to nearby residential areas. Temporary pipes or trenchs

should be provided to collect and convey leachate to run-off water collecting

channels. Leachate shall be settled in pre-sediment tanks at the site before

discharging to the Phu Loc river.Waterwvay traffic obstacle- In case of using hoppers for dredging, their operation should be avoided durinIail

ruslh hours.- Local authorites and fishermen shall be kept informed about the performance

schedule in advance. A

h. Alitigation niieasiures to minimize imipaicts driiiig transportation t(11(l dispo.sal of

dredged sedlinient

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- There are 3 types of dredged materials: (i) top sludge, (ii) sand frolmi the PhLi locriver and (iii) sludge from the existing sewers.

- According to analysis results, salinity and concentration of heavy metal in topsludge from Phu Loc river is relatively high, so dredged sludge is not suitable forreuse for agriculture purpose and should be disposed of.

- Top sludge from the river and sludge from existing sewers are liqluid and couldc notbe stored in the site. They will be stored and transported by tank trucks or tightcovered trucks. The contractors shall contract with IJRENCO to transpor-t anddispose of such types of sludge. These sludges will be disposed of at the city-ssludge diposal place, which is proposed at Hoa Vang commune. Sludge will bedried and disposed properly. Bottom of drying bed should be watertighlt. Leachatefrom sludge shall be collected and treated before discharging to receiving \Naterbodies.

- Dredged sand from the river shall be stored and dried up at the site. 'I'here are manyvacant areas along both sides of the river, thus dredged sand is proposed to bestored temporarily at these vacant areas. Dry sand could be reusecl for road base.filling Phu Loc embankments or Thanh Khe Tay resettlement area.

6.3.3 Mitigation measures for preventing acciclential landlslide of l'hu Loc riverbanks

- According to geological investigation in construction area, the Contractor needs tocalculate and apply consolidated embankment measure before excavati on andconstruction.

- Workers should be trained on measures to deal with possible problems.- In case of splitting or sinking houses, the Contractor is responsible to annlouclle to

local authorities and apply any necessary consolidated measures to avoid mor-eserious damages to people's properties.

- Dammaged or affected works shall be repaired quickly with satisfatol-Vcompensation.

6.4 Mitigation measures during operation phase

6.4.1 Mitigation measures during operation of component A - Urban Upgrading

- Operation and management of tertiary infrastructures of LIAs and socialinfrastructures including market and public relax place will belong to localcommunities, authorities, and functional sectors such as commercial. educational orhealth care sector. Thus, needed is a good cooperation among inter-bodies througlhhigh responsibility commitment documents.

- It is necessary to have proper management and use method \0hicli %ill be

supervised by local people to reflect any damage of electricty. drainage andwastewater system.

- Maintainance of roads and dredging of drainage system should be reguClaL-vimplemented. Necessary are also preventive methods for discharging of' solidxvastes into drainage systems to avoid their blokade.

- Any inconsistency of the works should be overcome in order to have appropriateuse arrangement.

- It is necessary to have a consistenit plan for using alleys according to self -

maniagement of local commullities and residents.

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6.4.2 Mitigation measures during operation and maintenance of drainage systeni

- Regularly dredging manholes and sewage system. Before dredging, ventilate oropen the cover of manholes for a while is necessary;

- Equiping gas-masks, safety labour clothes for workers;- Announcing construction schedule to local authorities and habitants in projeet circa;- Sediment from sewers and chambers shall be absorbed directly by sedimlenit truLcks

and transported to Khanh Son landfill for treatment. After drying out, sedillmelntcould be salvaged for making cover of landfill.

6.4.3 Operation phase of Phu Loc river

- Hydraulics of Phu Loc river has been analysed and it is proposed to use retainillnwall, which extends to water edge of beach to mitigate sand deposit inside the riveroutlet. However, its effect could be observed in operation phase only. In case thismeasure could not obtain desired result. it is necessary to regularly dredge riveroutlet to open the flow.

- Wokers of Phu Loc WWTP need to be trained to repair the problemiinstantaneously in case of emergency.

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7 Environmental management and monitoring plan

7.1 Environmental management plan

Environmental monitoring will be conducted at the following four (4) levels:- Monitoring of project performance indicators;- Monitoring of implementation of mitigation measures done by the contractor;- Community based monitoring; and- Overall regulatory monitoring of the project.

7.1.1 Project performance indicator

A set of monitoring indicators is developed in order to assess the implementationi atvarious project stages.

These monitoring indicators are representative for characteristics of project activitiesand are feasible for collecting and analyzing based on the experience gained fromsimilar Bank-funded environmental sanitation projects in Vietnamn. Theseperformance monitoring indicators will be set based on the final EA report, EMI' andProject Appraisal Document (PAD) as well as the findings and recomme-nldatioins ofthe Independent Safeguards Monitoring (ISM) Consultant to be appointed unlder theproject. Combined with other qualitative and quantitative paramleters of projectperformance, these indicators will be used as a tool for impact / benefit evaluation andlanalysis at various project stages and will be presented in reports of the PMU and ISNIConsultant.

The PMU will prepare to the Bank bi-annual performance monitoring reports, wVhichlwill detail project progress with respect to agreed targets, including the agreedenvironmental project performance indicators on the following:- Contractor compliance to impact mitigation meastires and standard operatilng

procedures (SOPs)- Health indicators- Flooding situation- Wastewater and sanitation environment- Community stakeholder participation

7.1.2 Monitoring implementation of mitigation measure

Monitoring duties of the Contractor, Construction Management Consultant (CMC) andlIndependent Safeguards Monitoring (ISM) Consultant will be specified in theirrespective TORs and Contract Documents, which are subject to Bank reviews andapproval. Each of these parties will be responsible for submitting monthly progressreports which will provide specific sections on environmental issues, actions andlmoniitoring results to date. Based on these monthly reports and site visit / meetintgresults, the PMU will be responsible for preparing and submitting quarterly reports tothe PPC, DONRE and the Bank, summarizing key environmental managemiienit andinitigation issues, results and actions to be taken. The PMLJ quarterly reports willinclude the following:

• List of priorities identified in last quarterly moniitorinll reportList of progress, which the Contractor has made to solve the problems

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* List of issues, which have not been adequately resolved and give recommendatiollshow to solve the problems and explain force majeure

The ISM Consultant will provide needed technical assistance and guidance to thePMU and CMC to support their roles in monitoring implementation of requiredmitigation and reporting measures, including quanitities of dredged and transportedsludge materials, number of loads, type of transport, measures to keep streets clean.fencing etc.

7.1.3 Commtunity environmental management plan (CEMP)

Community's participation to environment protection, especially thc SUppOrt ofhabitants in project areas, shall take part in the success of the project in Dannang.Propaganda campaigns shall be carried out frequently in all phases of the project.

People's participation to environmental management shall be conducted througlEnvironmental Consultant and information disclosure activities.

CEMPs were prepared for each proposed LIAs and will be integrated Hi ClJP. CoIntclntof CEMP includes:

- Existing environmental condition at project area.- Impacts to environment and society, mitigation measures for negative impacts.- Environmental monitoring programme that community will be involved in;- All the community's suggestions and ideas during the project implementation will

be recorded and be solved timely by performance companies and environmientalmanagement offices. People could take part in environmental mana-eimienIt anidmonitoring directly or indirectly through meetings and suggestion letters.

Detailed CEMPs for each LIAs are attached in Annex C.

7.1.4 Overall regulatory monitoring

Monitoring and preparing reports related to environmental quality that will besubmitted to World Bank and DONRE shall be continued by oftices/enterprises duLigoperation phase. DONRE shall be responsible for overall environmental monitoringaccording to regulations as below:

- Inspecting the implementation regulations and standards of downgradedenvironment prevention and repair because of pollution and environmental issuesduring construction process;

- Inspecting the implementation Environmental law and relevant environmentalregulations and standars together with PIIP PMU;

- Preparing reports on environmnetal pollution issues in project area and submnittillnthe Environmental Inspecting Report to PC for reviewing and making decisiolS.

7.1.5 Project organization for environmental management and monitoring

The proposed organization and relationship of the project's environi-mentalmanagement, mitigation and reporting roles and responsibilities is presented in Figure7-1. Detailed functions, missions and roles of concerning stakeholders in this systeillare described in the following sections.

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Figure 7-1 Project Organizational Structtire for Environmental

Management

Project Management WB, DONRE and otherUnit (PMU) authorities

Wardl P1eoples'Comiiilittee. social

I organizations (W[J.YtJ..)

Contractors (self mitigation v o nimeasures) measures))rmonitorting CMC ComLinity

Moinitoring UnitA, *- - -- PLIb l iC co l ,1011SUtltOS

~X pcrl

Iad eperndenti SafCgUoard s

Monitoring (ISM)

Consultant (ISMC)

7.1.5.1 Project management tinit (PMU)

The Danang PIIP-PMU has the main responsibility of the implementation andmonitoring of the CEMP and EMP. In order to do so, a specialized and responsiblecadre should be maintained for this purpose. The PMU will formally desigpnatequalified members as their environmental staff, who will conduct environmentalsupervision during the course of sub-projects implementation to ensure that the EIMPset out in the approved EA report is properly implemented.

The PIIP-PMU should work closely with community representatives to promiiote thecommunity participatory process in the whole process of the project implementationincluding planning, management, O&M and monitoring. Awareness camnpaigns shouldlbe conducted to the local people to make them aware of the problems relating to thecomponents of the Danang PIIP including upgrading of tertiary infrastructure.improvement of drainage and sewerage systems, roads construction etc. and their rolein the project implementation process. Besides, the PIIP-PMU shall also work closelywith the Districts' and Wards' Environmental Officials in the management, operationandc monitoring of the project.

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To ensure the compliance with the EMP, the Danang PIIP-PMU shall supervise thei implementation of mitigation measures by the contractors.

The supervision by the PMU should include the following:

* Carry out monitoring of the project performance indicators related toenvironmental issues;

* Carry OuIt spot-checks to ensure that the contractors are implemeniting mitigationmeasures as specified in the construction contracts;

* Review regular reports by the CMC to ensure the compliance of mitigationmeasures;

* Review reports by the ISM Consultant on overall environmental impacts of thesub-projects;

* Based on the above reports, report to WB and DONRE on environmentalcompliance of the sub-projects as part of their progress reporting.

The Danang PIIP-PMU should also maintain close cooperation with the relcvant

enterprises in charge of water supply, sanitation, solid waste collectioni. etc. to monitor

the O&M during the operation of the project.

7.1.5.2 Community Monitoring Unit

At the sub-project's tertiary and household connection levels, COImImIIILit'

representatives will be encouraged to participate in monitoring the environmentalsanitation conditions in their community through their representatives to the PMU and

local executive offices (PCs of wards, communes and district). Direct communityinvolvement will take part prior to and during construction to support implemletntationimonitoring of required impact mitigation measures and other assisting to adclress

related community issues. These community-based monitoring measures wil be

supported by the project's ISM Consultant. Supported by the project's ISMl

Consultant, community representatives will be involved in the following monitorina)measures within their respective wards:

. Participating in training courses to improve environmenit monitoring competencc,to be developed and launched in the coordination of professional offices suchI asthe DONRE and concerned stakeholders and then will be lecturers at CommuiiUIlities.

* Directly carrying out environmental monitoring in accordance with the agreedCEMP and specific monitoring methodologies to be developed in coodination withthe ISM Consultant.

* Gathering needed baseline information to measure impact / benefits of projectmplementation.

* Preparing and submitting weekly monitoring reports to the PMU and concer-nedPCs.

* Recommending any needed adjustments or modifications in project plans anid

schedules to help minimize and mi1tigate local environmental impacts and projectclisturbances to the comiTmunity.

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Support the dissemination of project informationi, communicationis and awarenessprograms at the community level and provide feed-back on any communitycomplaints or grievances to support needed mitigation measures for project-relatedenvironmental impacts.

7.1.5.3 Construiction management consuiltant (CMC)

The main tasks of CMC are monitoring basic construction practices and procedures.including Standfard Operating Procedures (SOPs) for mitigating environmentalimpacts as described in the draft EA. These tasks will be stipulated in detail in theTerms of Reference (TOR) for the CMC and contract with the PMU, both of whicil aresubject to Bank reviews for issuance of a No Objection Letter (NOL). Uncler theguidance of the PMU, the main tasks of CMC for environmental mitigation andmonitoring will include but not be limited to:

* Coordinating and supporting the ISM Consultant in establishing, gathering- andproviding of required on-site environmental monitoring and constrLuctionimplementation information.

* Ensuring that all construction work are carried out in fuill accordance witlh theapproved EMP and related specifications and SOI's of the Contract DocLlumientsfor mitigating and monitoring environmental impacts.

* Monitoring the implementation of the contractor's impact mitigation metlhodsand providing any needed recommendations to improve these miticationmeasures to satisfy project safeguard requirements for environmentalmanagement.

* Establishing needed contingency action plans for quickly and ef'1`ecti1\cl\responding to any environmental problems, emergencies and/or damages thlatmay occur during construction.

* Recommending to the PMU the suspension of any and all construCtion works

which do not meet the agreed / contractual requirements for environmeneitalmanagement and public safety.

* Organizing regularly held coordination meetings with concerned stakleholclersto provide needed project information, implementation schedules anWd \orkplans to enhance local awareness and to identify possible community problemsand corresponding solutions prior to implementing the construction works.

7.1.5.4 Independent safeguard monitoring (ISM) consultant

The ISM Consultant will be responsible for detailed design of the safeguLardsmonitoring program in accordance with regulatory and procedural reqLlirem-ents of theGoV and the Bank. Following reviews and approval of the safeguards monitoring plian.the ISM Consultant will be responsible for monitoring overall project implementatiollactivities and ensuring that agreed environmental safeguard policies of the GoV andthe Bank are applied and monitored through the followving responsibilities:

* Ensuring that the approved EMP and all project loan agreements relatedl toenvironmental safeguards are fully applied and complied during projectimplementation.

Social and Environmental Development Joint Stock Company (SECO) --

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* Ensuring that environment impact mitigation measures are established asrequired for all project implementation aspects within the project's organizationfor environmental management system, including:

- Establishing and implementing environmental mitigation and maonitoringmeasures and tasks for the PMU, including estimates of buLdget and/orstafing requirements.

- Assessing the effectiveness of the contractor's and CMC mitigationmeasures to be provided in their proposed maobilization / work plans anclrecommended to the PMU any needed improvements or modilfatiolls tomeet the safeguard requirements.

- Specifying to the PMU any situations that may require further detailedassessment studies and/or local consultations to determine possible impactissues and corresponding mitigation measures.

* Establishing standard procedures, methods and forms to assist the PMUL andCMC to assess contractors' progress in implementing reqLuired impactmitigation and monitoring measures.

* Assisting the PMU and it's environmental mitigation and monitoring specialistto review and check detailed designs and related sections of the ContractDocuments to ensure compliance with environmental safeguards and imiipact* mitigation and monitoring requirements.

* Identitying and establishing needed baseline environmental data and CEMl's incordination with local stakeholders (DONRE), PCEs and commn011-ityrepresentatives to support monitoring of the project's agreed perlormlaLnceindicators.

TlThrough the guidance of the PMU, establish and maintain close projectcoordination with the CMC to ensure that related environmenital regulations.mitigation and monitoring measures and methods are clearly understood an(dintegrated into the CMC work plan and reporting procedures, includingappropriate criteria and procedures for recommending suspenision ofconstruction work when and where contractors do not comply witlh agreedenvironmental safeguard requirements.

* Assist the CMC to prepare and to apply if required contingency action plans forany environmental damages or problems that may arise during constructiol.

* In coordination with the PMU and CMC, provide needed environmllentalmanagement and impact mitigation assistance and guidance to the project'scontractors.

* Providing needed support and assistance to community representativcs ill theprepartion and implementation of their CEMPs.

* Assisting the PMU to establish and maintain the project's organizationi lorenvironmental management, monitoring and reporting system in closecordination with concerned agencies and local communnities.

* Providing requested assistance,and support for the project's environmentaltraining and capacity building programs in coordination with the PCEs.

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* Support the PMU in conducting frequent on-site environmental monitoring.surveys and coordination meetings with community representatives during theconstruction works.

* Provide general environmental guidance as requested by the PMU to enhanceoverall project implementation and performance.

7.2 Contingency Plan

7.2.1 Ricks identifications

Risks during design stage:

During design stage, risks that may arise are often related to designers'

inexperience and lack of appropriate skills which result in inaccurate

calculation results. They may also relate to unthorough control of the design

supervision unit, unsuccess in predicting the trends of infrastructure chanigzes

over time (changes in the city's planning, self-upgrading by houselholds thaLt

cause diffrences in works elevations, flow direction, upgradiiig scale etC.). SLIch

risks will bring about systematic difficLulties durinig constrLuction, especially

during operation.

Risks during construction stage:

During construction, in addition to the environmental impacts already

determined in the EIA such as ducst, noise, temporary inundation, traftfic jamll,

construction debris etc., the project may also encounter such risks as labor

accident, traffic accident, fire and explosion, diseases related to di'estion.

respiration etc., or dispersion of toxic substance into the environment. breaklilln

or cracking of houses or public building in the vicinity of the construction site.

leading to the need for compensation, remedy. The risks also include the

residents' complaints or grievances due to serious impacts on their healtlh

resulting from pollution or damages to their assets. More serious would be the

cases that are given in the media or related to factors difficult to define SLICIh LIS

war explosives residual or toxic substances discovered during excavation. As a

result, the project would bear serious loses such as impacts on people's lives

and properties, public buildings, loses in finance, delay in project progress. lose

of' donor's confidence, unsuccess in reaching the planned objectives, or in the

worst case, even the project woLuld be stopped .

¢ Risks during operation stage

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In case the project's design and construction as well as its hand-over are

successfully completed, risks may still arise during the operation. Such rislks

mainly relate to the responsibilities of operators. They may also be as a resLIlt of

improper design or construction quality and just arise durinig this stage. not

earlier. The risks also may include the outbreak of diseases in the areas il the

vicinity of outlets, excessive amount of toxic substances cominlg trom

production units that exceeds the treatment capacity, serious break down of the

works resulting in inundation, accident to pedestrians etc.

7.2.2 Content of the Contingency Plan

Identify undesired and potential risks

Assessment of risks

Having defined the risks qualitatively, more quantitative informationi shIoulld

be determined, thereby to clearly identify their level, grade as well as

needed scale of relevant contingency plan. The main lactors to be

determi-ned are as follows:

V Probability of the risks to happen,

* Impact magnitude

* Duration

* Impact subjects

* Possibilities to identify their symptoms, traces

* Need time for reaction

Classification of risks and identification of risk indicators

Risks that may be more serious shall be throughly selected and analyzed. A

classification system with related criteria shall be made for the risks and

needed reactions accordingly, depending on the risk grade.

Design of a suitable contingency plan

Based on the risks assessment, necessity of the plan would be determined in

order to make it able to be smoothly operated and cases of emergenic) able

to be quickly dealt with, depending on specific cases (grade, manrlitlde.

impacted subjects etc.). A plan to regularly reviewv reports in order to

cliscover the risks as early as possible shoulcl also be macle.

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Capacity building and operation capacity improvement [or stakelholdec-s ill

compliance with the plan

This will help make the reaction plan more smooth and effectiv e in

operation. The reaction plan shall be regularly updated so that corresponcles

to the actual situation of the project. Its dissemination and digestion as well

as periodic control of reaction capacity shall be strictly followed.

Content of the Contingency Plan Manual shall be developed after the EIA

report is approved to set the base for relevant managemiient agencies in

managing the risks that may arise during the project implementation.

7.3 Monitoring program

Monitoring and assessment activities in period of land acquisition and alter

resettlement phase aim to ensure land acquisition and land resettlement activities are in

compliance with specific regulations and guidanice in approved resettlemenlt planl.

Stakeholders will be provided with continuous situations of implementation. These

activities will assist in assessing actual posibility of success and arising troLibles, thIls

activities could be adjusted accordingly. RAP will be applied in surveys anid

monitoring will be conducted based on size of sample. Sampling scale may be miadle

for 100% of households tlhat have to move and seriously affected and at least 10% ofremaining househoulds. Key monitored parameters are:

- Compensation for affected people in accordarnce with different levels of

compensation policy in RAP;

- Teclhnical assessments, subsidy and support for moving;

- Restoring income and right to receive support;

- Information disclosure and community consultatioll;

- Following complaint procedure and exitsting issues which require managementattention;

- Giving priority for affected people about proposed selections;

- Land acquisition schedule.

Assessment after resettlement shall be carried out 6-12 months after conmpletion ofresettlement activities. Monitoring offices that comprise internal imonitoring anid

independent monitoring shall be responsible for reviewing, appraising and regularlx

reporting about relevant land acquisition activities. All of inonitoring activities relatedto affected subjects shall be developed in details under Resettlement Policy Fram-\orkand Resettlement Plan of project (including activity expenditure).

Annual Environmnetal Monitoring Plan is on table 7-1 as below. Map of tinoitolrillglocation is in figure 7-2. a

Table 7-1 Table of annutal Environmental Monitoring 'Plan

Soc icdl aiztl Environmental Development Join1t Stock Company7.1, (SECt))

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Type of monitoring Frequency Task

Healthy indicators Once in ISMC shall collect data.commencementand once in end ofproject

Flooding situation Twice per year (in ISMC shall collect clata.rain season) these data will recorcl iln

GIS,

Quality of water (BODs, COD, DO, SS, Twice per year, in IMSC shall carry outColiform, Total N, Total P, oil and grease) both dry and rainy environminetal

Samples shall be taken in both flood tide and seasons monitoring duLinllgebb tide constructioni plhase andcl ill

next 2 years in operation-i(6 points of sampling: starting point of Phu Loc phaseriver, middle of river, downstream of Phu LocWWTP's outlet, Danang bay around the rivermouth. leachate from drying bed and atreceiving water body at city's disposal site)

Quality of sediment Pb, Cu, Zn, Cd, Hg, Cr6+. Twice per year, intotal P, total N both dry and rainy

Samples shall be taken in both flood tide and seasonebb tide

(4 points of sampling: starting point of PhLi Locriver, downstream of city's sewer next to 29/3Textile Company, downstream of Phu LocWWTP's outlet, Danang bay around the rivermouth)

Air environmrnental monitoring: SO), CO, NO2, Twice per year IMSC shall carry OLItPb (particulate and gas), TSP, noise, traffic environmnetalfrequency monitoring dulinlgI

(08 samples should be taken at Ong Ich Khiem, constrLIctioln phase.Dien Bien Phu, Ha Huy Tap, Tran Cao Van/ whenever receiveDung Sy Thanh Khe, Nguyen Tat Thanh, Luu complain froIAQuang Vu, Nguyen Khuyen roads, at cross ISMC shall moLitor ansection between EC road and new access road air sample at city'salong IPhu Loc river, 1 sample at each roads) disposal site durl-ing

I sample at city's disposal site, monitoring construction phase and ilparameter: H2S, CH 4, CO2 , NOx (the location next 2 years in oper-ationof disposal site has not approved yet, so the phaselocation of this sample will be difined later byISMC)

Socio/ cil cn EnVil0717n71oent71 Development Joint Stock Compfnlr (SECO) - I

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Dancing Priorityi ? Infrastrzictulre Investment Project Environniental Assessmnent Report -- Phase I a

Migitation measures monitoring Monthly for CMC shall mornitolrcomponent A according to ISN1IC

Every 3 months guidancefor component B

Community Environmnetal Management Plan Monthly/weekly CommU11ity's monitolinlg 1

(CEMP) unit shall monitor-

Total of samples during construction phase is 100 samples, in which 36 water samples,

24 sludge samples, 40 air samples.Total of sample during operation phase is 84 samples, in which 48 water samples, 32sludge samples, 4 air samples.

SO(LitlI WId E7viromni cwtal Development Joint Stock Compun71, (SECYO) -I I

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Danang Priority Infrastructure Investment Project Environmental Assessment Report - Phase I

Figure 7-2 Map of Monitoring location

,-- r~DA NANG BAY -- -

__ V!NH DA NANGI; __ I - , ,-

____ ' KHU TNT THANH KHE TAY / .- X, 1 --

____ ___ TrHANH KHE TAY LIA&ZZJ 1 TZ

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* AIRSAMPLE ; /SE

* SURFACE WATER SAMPLE IS \ \j Wi- L-q' @-L=|I- C1E|I,W

SEDIMENT SAMPLE ' , I

\~ ---- 'S ,, ;-l S,;<',

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Social and Environimental Development.Joint Stock Compan~y ('SECO,) 7-12

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I

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Danang Priorti'Y Infrastrnctzire Investmnent Project Emnironewntal Assessment Repot-t - Phase 1I

7.4 Capacity development and training

Needed training on how to implement effective environmental monitoring, mitigLationand reporting measures and systems will be provided to key stakeholders based on theactual project needs, roles and responsibilities:

PMU: Person(s) in charge of environmental issues will be trained to supervisecenvironmental monitoring and reporting, in accordance with the Bank's safeuluar(dspolicies and GoV requirements.

Contractors: will be trained how to identify and mitigation potential impacts. includingrequirements and SOPs specified in their Contract Documents, how to monitorimplementation of mitigation measures and how to complete monitoring reports.

Workers: will be trained on how to prevent pollution and environmental sanitation onthe site of construction, how to respond to emergency cases.

Community representatives: will be trained on how to participate in on-site,community-based impact observing and monitoring during planning. construction andoperation of sub-project components. Proposed training activities will focus on agreedmonitoring measures to be observed and reported by community members. inCludinigldust, noise, tidiness of streets, frequency / duration of flooding and sanitary conditionof solid waste collection points and public toilets.

A summary of proposed environmental training programs and recomnlended train ingparticipants is summarized in Table 7. 2.

Table 7-2 Environmental Training Program

PMUCourse Environmenital monitoring and reportingParticipants Person(s) in charge of environmental issues and related persons to I

environmental managementFrequetncy of Once at the beginning of the project, updatilg duriLng the:training implementation according to the need L

Duration and type One day lectureContent * Overall enivironlmental management related to the project includingC

requirements of the WB and DONRE, co-operation witlh relateciautihorities and responsibilities

• Environmental monitoring of the project incluLdinig structure, conitent.reporting, time schedules and responsibilities of the monitoringt:

o project performance indicatorso monitoring of implementation of mitigation i1CasL1ueso community based monitoringo overall regulatory monitoring

* Guidance and supervisioni of the contractors and comLutnit\representatives how to implement environmental monitoring

Responsibility the World Bank, DONRE. PMU, ISM ConsultantContractors 1

Course Implementation of mitigation measuresPlarticipants Representatives of main contractors in charge of the reporting to PMt I I

Social l/Lllc Enivironmental Developmnett Joint Stock Co'npan.1, (SEC()) -13

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Frequency of Once at the beginning of the assignment of each contractor0 uLpdlatilltraining according to the need, estimated number of contractors about I (Duration and type 2 days lecture to the main contractors, submission of the examnples ot'

monthly environmental monitoring reports -- - _

Content * Briefing of overall environmental monitorillng* Nonitoring duties of the contractor according to the conitr-act

documents* Monthly mitigation monitorino reports: content. what andl how to

monitor, how to fill the reports, submission of the reports.responsibilities

* Environmental part of the quarterly reports: implementationi otmitigation measures, identified problems and solving of thie problems

Responsibility PMU with assistance of the World Bank Hlanoi officeWorkers

Course Safety and environmental sanitationParticipants Representatives of workers (group leaders) who work directly in thle

project componentsFrequency of One at the beginning of the construLction work, updating dluring1 th.training implementation according to the needDuration and type One day lecture and one day on-site presentation _

Content * Briefing of overall safety and environmental issues* Duties of the workers* Safety and environmenital sanitation management on the works* Mitigation measures to applv in thie works* Safety measures on electricitv. mechaniic transportation, air pollLitoion* How to respond to emergency cases

Responsibility PMU with assistance of the ISM ConsultantCommunities

Course On-site observing and monitorinigParticipants Team leaders of catchment drainage areaFreqLuency of Once before the beginniing of the conistructiontraininig IDuration and type One day lecture and one day on-site presentation _

Content * Briefing of overall environmental monitoring* Duties of communities* Content and type of observation ciuring constructioll: water suppl.I

drainage, dredging, roads, solid waste, dust, noise* Content and type of observation during operatioln: ater supply.

drainage, dredging, roads, solid waste, dust, noise* How to make and record on-site observations, examples on-site* Monthly mitigationi monitoring reports: content, what and ho\w to

monitor, how to fill the reports, submission of the repoIrts.responsibilities

* Environmental risks duLing construLction and operation* Receiving, collecting and reporting on complaints fromn the residents* Reporting to PMU

Responsibility PMU with assistance of the ISM Consultanit and World Bank Hanioioffice

Social citid Environmental Development.Joint Stock ConmpunV (SEtiC) 14

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Dancing Priority Infiastrncture Investment Project Environmental Assessment Report - P ha.se lJ

There are two training courses, one before the commencement of the project and onledav on-site presentation with about 50 participants.

7.5 Budget requirement for environmental management, mitigation andimonitoring

A summary of the proposed budgets for recommended environmental managemenit.mitigation and monitoring measures is presented in Table 7.3 for each of thie followingkey EMP implementation activitiesis:

Environmental training: there are 2 trainiing courses during construction plhaseand an annual training course for PMU and Community Monitorin, UJit innext 2 years in operation phase

* Independent safeguards monitoring (ISM): inc liding monitoring cost andclconsultant fee, the consultant fee is estimated for 2 people for 18 monthls ofconstruction phase and 2 man-months/ year for next 2 years in operation phase.

* Environmental monitoring by the Construction Management Conlsultant (CrICO)* EMP administration and management responsibilities of the PMU

Table 7-3 Estimated Budget Costs for EMP Implementation (in US))

Description Proposed Budget Source of BuidgetI Implementation of Mitigation Costs included in Loan proceeds

Measures construction contracts2 Environmental Training of 4,800 Loan proceeds

PMUs, communities etc.Mornitoring cost 17.000 Loan proceedls

4 Independent Safeguards 20,000 L-oan proceecdsMonitoring Consultant (ISMC)

5 Environmental Monitoring by Costs incluLded in Loan proceedsC CIC Supervision Contract

Total 41,800 -Note. Proposed budget costs exclucle VA T, contingencY ald escalatiton7 costs

Swial ,1 hli Enxviro,i,n ental Development Joint Stock Conmpwm1 ,.SECO) -1 >

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Danang Priority Infirastructutre Investmenit Project Environmental Assessmnent Reporl - Phase Ic

8 PtPublic consultation and disclosure

8.1 Recommendations of Ward People's Committee and Fatherland Front

Ward community consultation was conducted in all of wards in project area in April.2006. In this consultation stage. Consultant used survey method by questionaire tablesin order to defind existing environmental conditions and consulted aboutenvironmental impacts in case of project implementation. Consultation was conductedin wards including : Hoa Hai, Thanh Khe Tav, Hoa Khe, Hoa Tho Dong, Binh Thllall,Nam Duong, Xuan Ha, An Hai Bac, Hoa Quy, Hai Chau. Preliminary informl-ation ofexisting infrastructure, solid waste management in the wards, possible environmlenitalimpacts of project were collected in this survey. Most of people in the wards had nosuggestion except impacts of dust, noise, pollution because of waste and waste waterof several wards.In the 2 "d public consultation conducted from 10I' to 13t' July, 2007. the executivesummary of EIA report for phase Ia was sent to related Ward's PCs tor theircomments. The consulted Wards are including: Hoa Minh, Thanh Khe Dong. IloaKhe, T'hainh Khe Tay, Nam Duong, Hoa l--lai and Hai Chau 2. Results of consultationlsare summarized as follows:a. Existing environmental condition: all wards agreed with description of existing

environmental condition at preoject areas, except Nam Duong Ward add that thearea from Ma Voi market to back of Phap Lam pagoda is sunken, it is usuallyinundated after raining with flood height from 0.8 to I.2m. Flooding has pollutedwater resoures and environment, created condition for epidemic diseases. Airenvironment around the Ma Voi market has been polluted bv odor from solidwaste with large amount, people also throw garbage at this area.

b. Impacts and mitigation measures during construction: all wards agreed thatimpacts identified during construction are unavoidable and required the project toconform to proposed mitigation measures. In addition, they also added othermeasures as follow:- Construction shall be carried out quickly, avoid prolongation.- Drainage system of Hoa Minh resettlemenita area shall conniiect to existilin

sewers at North West new urban area.- In case transportation triggers damages of existing roads, necessary

rehabilitation shall be taken.- During construction of Phu Loc river, it is necessary to propose mititipholl

measures in order to minimize damages of structures, compensate to alf'fectedassets.

- Construction of Thanh Khe S LIA should be done in each area. It shoLIld n1ot tiecarried out for the whole LIA simultaneously to avoid impacts on local trafi'tc.

- Business at Ma Voi market and along upgraded roads shall be at'fected dulilliconstruction stage. The project should have measures to support afct'ectpeople.

- During construction of drainage system at LIA. wastewater should be puLlpedand conveyed to main sewers.

c. Impacts and mitigation measures during operation phase:

S0(L(11 (117c1 lEnviro0171nentul Development Joint Stock Cumpan'v (SEC'O) ,'- I

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Dncing Priority Infrastruzctuire Investment Project Environmental Assessment Report -- P1iaise I a

All wards agreed with proposed mitigation measures during operation phase. 'TheThanh Khe Tay and Thanh Khe Dong wards required project to propose measuresto avoid repollution and sand deposit of Phu Loc river.

8.2 Recommendations of affected peopleRecommendations of affected people have been collected through ClUP preparationand two community consultation surveys. The first community consultation surveywas conducted together with socio-economic survey from 28[li June to 6111 Julyv, 2006.The second consultation was conducted from 10111 to 13"' June and from ith4 to 6 IAugust, 2007.

8.2.1 Results of the first consultation- Conisultationi approach : group meeting, divided into mzale and female group- Consultation subject: affected people by project activities in 2 phases.- Nutmber of participanzts: 289- Conisutltation conitenit: Consultant introduced project activities, potential

environment impacts would happen during construction and operationl phase aswell as propose mitigation measures.

- Discuissioni question: (1) To contribute to the project, will you accept temllporaryimpacts during construction phase?(2) Besides mentioned impacts, do you have any commiiientson other potential impacts'?(3) Do vou agree with proposed mitigation measure anll(i be

willing to involve in these activities'?(4) Do you have recommendation of' other rniti(ationmeasures'?

- Discussion1 resullts:. Most of participants did accept temporary impacts during constructioll sta;=e.

They also added impacts to business during construction phase, but thleV werewilling to accept this impact in short term.

* Participants requested that construction shall be on schedule, avoidprolongation.

* Most of participants did agree with proposed mzitigationi mcasures durilna

construction stage. They also added that the construction should be carried oultin dry season and lighting system should be provided at night to avoid accident.

* Most of participants did agree with potential impacts and proposed mitigationmeasures during operation phases. They added that URENCO should have planfor regular dredging and inspecting of drainage system.

8.2.2 Results of the second ptublic consultation- Conisiultationt approach : group meeting, divided into male and female group- Consuiltationi suibject: affected people by project activities in phase I a.- Numtber ofparticipanits: 154- Conisultation content: Consultant introduced project activities, potential

environment impacts would happen during construction and operation phase aswvell as propose mitigation measures.

SSocial caiid Environmental Development Joint Stock Compamln (SECO) ,-

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DBnang Prioritv Infrastructure Investment Project Environmental Assessment Report - Phase I u

Discuission questions: (1) Do you have any additional susgestions on existingenvironmental condition at project areas(2) Will you accept impacts during operation phase'?(3) Besides mentioned impacts, do you have any comimlentson other potential impacts?(4) Do you agree with proposed mitigation measuresduring construction phase?(5) Do you have recommendation of other mitigationmeasures?(6) Will you accept impacts during operation phase andadditional suggestions?(7) Do you agree with proposed mitigation measuresduring opeartion phase, additional suggestion (if any)?(8) Are you willing to take part in activities that Consultantproposed?

Conisultationi result:

* Attendants described environmental conditioii at their living areals, theirdescriptions were incorporated in section 4 - Existing natural condition.

* The majority of people took part in group meeting accepted possible impacts.* However, there are several opinions as follow:

+ Although construction shall be able to affect to their business activities,they ready accepted.

+ The other opinion is accepting to be affected within 1-2 wn eeks ofconstruction but unaccepting to extend construction period;

+ Construction could affect to houses and make walls split;+ Habitants accept to be affected but section construction must complete at a

given moment, without constructioni period extention that causes trafticobstruction;

+ In case of temporary water supply corruption. announcement and temporarydischarge option in construction process shall be prepared.

* Most of habitants agree with proposed mitigation measures. There are severaladditional suggestions as follow:+ PMU liave to commit to implement in due time and quality with w\ards andl

community to;+ Specifying responsibility of' stakeholders and address of major responsible

party in order to complain in case of arising problems;+ Constructing on dry season and avoiding rain season and vacations:+ Announcing rate of construction progress:+ Strict management of housing construction in locality from now;+ It is necessary to construct in ruslh hours because the project needs to

implement quickly;+ During sewers construction,,safety mleasures shall be applied for habitalnts,

especially in the evening;+ Installing electric lights prior to construct.

Social andl Environimental Development Joint Stock Compaun1y (SEC() N-3

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Damang PrioritY Inhrastructure Investment Project Environmental Assesstment Report -- Phase I a

+ In case of impacts to house structure. compensation unit price shall beprepared before i mplementation.

+ Fishermen who have boats berthinig in Phu Loc outlet ready to find anotlherberth by themselves. In case they could not, it is necessary to sup,port thleberth.

Impacts and mitigation measures in operation phase:+ Habitants agree with proposed mitigationi measures and take part in sew'er

dredging willingly;+ Sewers need to be tested and cleaned prior to put on the lid;+ However, it is suggested that sewer dredging must be carried out bv

URENCO and be dealed timely in case of community's request;+ Community awareness improvement programme is needed.

Suggestions of mitigation measures base on community consultationis was included inthe sections: Impact assessment and proposed mitigation measures.Minute of consultations are in annex B.

SChci0/ ou7/ Ei'ir0n17)iewtal Development Joiit Stock Compan.1, (SECC) N-4

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Dtinaung Prioritv Infrcastrnciture Investment Project Environmental Assessment Report - Phase I ai

9 References and assessment approach

9.1 References

1. Australia-Vietnam Development Cooperation Organization and World Bank,1 999. Environmental impact assessment for the sanitation items. Danan(g \\atersupply and sewage system project.

2. GHD-Kinhill, 1998. Feasibility Report of Sewage and Sanitation Project- Itemof Drainage and Sewage.

3. Feasibility Report and Environmental Impact Assessment of extending area-Danang Sewage and Sanitation Project, 2003.

4. World Bank, 1999. OP 4.01: Environmental Assessment (including Annex A, Band C).

5. World Bank. 1999. BP 4.01: Environmental Assessment6. World Bank. 1999. Documents of Environmental Assessment, Chapter 9:

Population, H-lealtlh and Nutrition, Urban Development, Transportation, Watersupply and Sewage/Drainage.

7. World Banki National Environmental Office, 2002. Vietnam Environrmen-tinspection.

8. Morris P, and Therivel R, Methods of Environmental Inpact AssessmuentUBNC Press, Vancouver, 1955

9. Environmental Impact Assessment - Methodology and Practical experienlces,Le Thac Can and author team. 1993

10. Air Pollution Control Engineering, McGraw Hill11. AP 42, Fifth Edition, Volume I - EPA. 1995 - 199612. Assessment of Source of air, water and land pollution -WHO, Geneva, 199)13. Legislation regulations of Environment protection, Volume 1, National P'olitic

Publisher.14. Occupational disease, Professor.Le Trung, Science and Technology Publisher,

Hanoi, 199215. Guidance of preparing Strategy Environmental Impact Assessment,

Environmental Impact Assessment and Environment Protection Commitment -Circular 08/2006/TT-BTN&MT

16. Investment Report (FS), Danang PIIP, October, 2006.17. Social and environmnetal baseline survey report, PIIP, April. 200618. Social Assessment, PIIP, October. 2006.19. Bao cao Danh gia suy hoan hao Du an Dau tu CSHT utu tien, thLing 9/200620. Environmnetal Analysic Report - PIIP Investment Report, Octoher. 2006.21. Danang PIIP Detailed Report of houses and resettlemnent, Octoer, 20062. Data in the field and in the laboratory to define parameters of actual air antd

water quality in component A.

9.2 Assessment approach1. Synthetic approach: collecting relevant information, data, projects alld

researches to assess environmnetal risk;2. Survey approach in the field:'defining information of socio-economic and

natLural situation related to impact sources;

.Social LUlL! Environm,ental Developnment Joint Stock Comnpan,v (SEC O) '- /

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3. Taking specimen, survey and analysis environmental quality indicators inTCVN.

4. Approach of environmnetal impact assessment: Analyzing and predictilng;environmental pollution source and load;

5. Statistical approach: updating and processin-g collected data, inflormation:environmental survey result (storing the data in computer);

6. Comparative approach: comparing environmental quality, changes, impacts andnatural resource.

7. Model approach: modeling, setting predicted impact area map (using GIS)S. Specialist approach; inviting experienced specialists to take part in predicting,

comparing and analyzing irreliability, assessing environmental quality andproposing technical measures;

9. Appoach of collecting suggestions of sectorial and local specialist: to ensure theappropriateness for legal, technology, management and real conditions inlocality, approach and results.

9.3 Limit and reliability of environmental assessmentstn the implementation of EIA report, we applied the method which is combined thetheorical way (based on the documents related to the project andc the specializedldocuments related to the project's field...). Moreover. in this assessmeent process. wehave the references from the inhabitant commnunity in the project area. P'eople'sCommittee of the district, People's Committee of the ward and other organizationissuch as Association of Women' Union as wvell as the suggestions of the leadina0environmental specialists. Therefore, the report has the highly accurate and et'ectiveeffects. However, in the implementation process, there are many shortcomin-s suclh as:the subjective idea of the examiner, the reliable limit of the documents as referenices,the en-or in the method of measuremiient, the method of picking up the samples as wvellas the way to analyze the samples, etc... However, this is the error whichi is in tlheallowed limit so it does not affect much on the result of thle report.

Socicil and Environmiental Developmenit Joint Stock Compami' (SECO)

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Danang Prioritv Infrastruictuire Investment Prqject Environinental Assessnient Report - Phase I a

10 Conclusions and petitions

10.1 Conclusions

The Priority Infrastructure Investment Project is a significant and multi-sectoralproject and most of the environmental impacts in operation phase are positive impacts

that actively contribute to the improvement of environmental quality and sosio-economic of the city. However, in the implementation phase, it is possible that therewill be some negative impacts to the natural environment and social environment. I'heneoative impacts to social environment mainly arise in the site cle.irance and

implementation phase.

In site clearance phase, the most considerable impact is disodering through activitiesas: clearance, resettling a big amount of h ouseholds, moving a big amount of' graves

and even violating several cultlral works. These impacts are quite considerable.

Moving and resettlement for affected people shall cost a big expenditure. At presenit.there are still fund of land for resettlement. thus these impacts are able to mitigate aindrepair because of appropriate Resettlement Policy Framework. Impacts of' culturalworks are not much and could be avoid in case of good and strict implementation ol'environmnetal management procedures.

In construction phase, primary environmental impacts are dust, noise. traffic, qualityof water and public security. Impacts of sediment dredging from Phu Loc river are bad

ordor and increasing turbid level. These impacts are temiporary in construction phase

and they could be mitigated by strictly implementing environmental managemientprocess. In brief, environmental impacts are not considerable or temporary andcl able tomitigate by appropriate environmental management in project implementation.

The evaluation mainly bases on the process of examining the lield work, thletheoretical principles, the modeling methods aiming at providing initial database ot'theimpacts and solutions in needs. However, in thie im1plementation phase, there should besome adjustments incompatible with the real situation at the project area. Moreover, agood implementation of mitigation measures and environmental monitoring plan alsoconsiderable contribute to the reduction of environmental pollutions.

10.2 PetitionsThe priority infrastructure investment pro ject will clhange some aspects of' theeconomic and social situations in the region. Poverty reduction of some wards in projetarea shall be carried out through upgrading technical infrastructure and environmlenltalconditions as well as the improvement of living standard for the poor in the city. Dueto the requirement about the rate of progress, we respect to suggest the Departmenit ot'Natural Resources and Environment appraise the EIA report as soon as possible ainicsubmiiit it to the People's Committee for approval.

SoCicil (hid76 Enlviron1e11n7tal Developnet .Joint Stock Compont1' (SECO) ID- /

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ANNEX A

BASELINE DATA

Social (atncd Environmental Development Joint Stock Company1' (SECO) .-InnLw 1 - I

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DU17cL17g Pr iori/i h?fra s/ruCIrO-1 1C' Inv,esim/?eFt Pr oject Ern'ir-o;n,77enital ,Assexssm1eniI Repor-t - Phase I a

Table 1 Danang climate features

Average temperature, °C Total rainfall, mm Average humidity, %

IMlonth2001 2002 2003 2004 2001 2002 2003 2004 2001 2002 2003 2004

January 22,7 21,7 20,8 21,9 44,5 32,7 22,0 87,9 87 84 84 86

February 22,3 22,4 23,6 21,2 40,7 30,6 20,2 6,9 84 84 88 84

March 24,4 24,4 24,5 24,1 92,5 37,0 37,6 9,5 86 85 84 85

April 27,4 26,7 27,0 26,5 - 133,0 17,8 12,8 83 84 84 84

May 28,4 28,8 28 5 28,4 272,8 385,0 110,3 43,7 81 78 81 80

June 28,7 29,5 29,6 29,2 208,1 104,3 95,7 154,3 81 78 77 76

July 29,9 30,5 28,8 28,3 36,1 30,2 12,7 244,1 76 73 79 80

August 27,9 28,5 29,0 28,9 512,1 375,8 85,7 69,1 84 82 79 78

Septembier 27,8 27,0 27,1 27,3 107,9 526,9 478,0 128,6 82 86 87 83

October 26,4 26,0 25,9 25,0 728,4 527,4 412,6 266,1 86 86 85 83

November 23,4 24,7 24,5 24,3 307,3 470,2 295.2 258,1 83 85 85 86

December 22,0 23,5 21,5 21,8 400,4 212,2 159,7 94,0 87 87 87 85

Whole year 25,9 26,1 25,9 25,6 2750,8 2865,3 1747,5 1375,1 83 83 83 82

/S1) I II I/II 11/1 ,11 M?/ / f)L'l'i/n?1 7 ./1171 .i ', ( Li;Dxi 7C I'KL? ')U )77/

- I - -

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Dunang PrioritY Infrastructure Investment Project Environmental Assessment Report -- Ph1utse lo

Table 2 Average, highest, lowest sea water level at Son Tra Station (1979-2004)(height '0 depth')

Month Average water level Maximum vwater level Minimum water levelcnl C111 Cill

1 97 168 16

7 91 162 19

3 86 159 20

4 80 158 7

5 83 166 18

6 82 158 17

7 80 166 9

8 86 177 20

9 98 2 3

10 118 235 43

11 120 212 38

12 110 188 31

Wlhole 94 235 7yeari

S'ocial and Env'ironmnental Developmienit Joint Stock ComnpanY (SECO) .41212ev .4 - 3

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JD9nang Priortit Infrastructure Investment Project EnvEi-o,7un7ental A4.sessiniemit Report - Phase la

Table 3 Result of air quality at project areas

No Parameter Unit Saniples

TCVN

5937:

KKI 1KK2 - KFK3 KK4 K1(5 KK6 KK7-1 KK7-2 1 KK7-3 hK8-1 (KK8-2 KK8-3 KK9 KKIO 1KKI 1995

I Windi E-S E-S E-W E-\h' NE-SW E-S E-S E-S E-S E-S E-S E-S SE-NW W-E NE-SW -

Wind 0.5- 0.5-'-

0.8 1.3÷-

2Moity 0/s .65 1.2 1.4 0.7 0.9 0.6÷- 0.8 1.1-1.3 1.9-2.1 1.0-1.1 1.2-1.3 0.8-1.0 1.0-1.2 1.0-1.2 2.1 _2.3 1.5-

3 Temperatu °C 34 36 35÷ 37 34 ÷35 35 ÷37 34 36 35-37 31-33 35-37 31-32 33-35 34-36 30-32 33 ÷35 34 ÷36 29931 '

4 Humiditv % 48 ÷50 47 49 23 25 24 26 52 54 44-46 35-37 45-47 67-69 35-37 64-66 68-70 33 35 42 . 44 43 . 45

5 Noise dB 64 65 62 ÷ 63 66 ÷ 67 55 . 57 62 64 59-61 75-77 71-73 71-73 62-64 82-84 71-73 52 54 59 ÷ 61 52 54 70*

6 TSP mg/m3 11.69 7.48 7.2 7.2 5.7 6.5 39 49.2 9.14 25.3 5.1 18.6 19.5 11.6 9.4 0.3

Leadparticulate mg/mn Trace Trace Trace Trace Trace Trace Trace Trace Trace Trace Trace Trace Trace Trace Trace 0.005

8 SO, mg/m3 0.2 0.19 0.15 0.17 0.17 0.19 0.2 0.22 0.25 0.18 0.2 0.23 0.19 0.19 0.16 0.5

9 NO2 mg/1m3 0.011 0.028 0.021 0.021 0.024 0.037 0.023 0.75 0.144 0.037 0.082 0.027 0.021 0.02 0.044 0.4

10 CO mg/rIn 1.3 1.4 5 1.4 1.8 1.5 7.65 1.8 1.8 1.4 4.15 1.4 5.44 3.97 4.24 40

11 Lead gas mg/m3 ' iace Trace Trace Trace Trace Trace Trace Trace Trace Trace Trace Trace Trace Trace Trace 0.005**

12 C,H, mg/In- 3 2.17 1.33 1.44 3.33 0.71 0.58 0.69 1.42 0.96 1.13 1.81 0.65 Trace 1.04 2.28 1. 5'

Notes:KK1: Sample at 'lhanh Khe Thanh Khe area KK2: Sample at Xuan Hoa A area

KK3, KK4, KK5: Sample at Thanh Khe 5 area KK6: Sample at Chau Thanh area

KK7-1: Sample at Ong Ich Khiem road, from 8h20 to 12h KK7-2: Sample at Ong Ichi Khiem road, from 131h to 17h30

KK7-3: Sample at Ong Ich Khiem road, from 17h30 to 20hlO KK8-l: Sample at Nguyen Hoano road. from 8h?5 to 12h

KK8-2: Sample at Nguyen Hoang road. from 13hlO to 17h35 KK8-3: Sample at Nguyen I-loang road, from 17h35 to 20h15

KK9: Sample at Luu Quang Vu road, Hoa Quy KKIO: Sample at Nguyen Khuyen road. Hoa Minh

** Standard TCVN 5938:1995 Air qualit) - Acceptable maximunim concenitrationi of noxious matter in the air - Maximum concentration of

noxious matter in the air.Tieu chutLi 'T'CVN 69629:001 Vibrations and seismisim - Vibrations caused bv construction and industrial production activities -

l'ermitted maximum levels for the env ironment of public places and populated areas.

,1l'.l 17CI, I/ 'md ' III ? 111M 'I I LI 1 I:);w, jot- ', II /ils I71 i!1 ('( Co1/L,1 I (SF( IIL -I - 4

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Danong Priority Inji-astriwcJtire Invesfnieni Project Environnmental Assessment Report - Plha.se I a

Table 4 Water quality of Phu Loc river

(samples dated 21/5/2007)

No. Parameter Unit Testing results TCX' S

NM2 NM3 NM4 1942-

Flood Ebb Flood Ebb Flood Ebbtide tide tide tide tide tide

I pH - 7.66 7.54 8 8 8 8 5.5 -9BODs mg/l 890 880 1,045 1,005 130 215 < 25

3 COD mg/l 1,540 1,630 1,900 1,990 420 465 <354 DO mg/I 4.12 4.63 4 4 4.40 4.52 >2 25 Sal 0/00 0.89 0.31 2 1 1.43 0.986 SS mg/i 718 485 757 580 375 270 80

7 NO -(tl mg/I 0.64 0.58 0.87 1.45 0.10 )0.19 15

8 NH4 (theo mg/l 12.86 17.39 15.01 21.95 4.15 8.15 1N )

9 P-Pa43 - mg/l 2.98 2.09 5.30 2.19 0.11 1.06 -

10TotalColiform MNP/IOOml 30,603 28.103 18,103 33, 103 5,603 14,1(03 1,0,

Notes:NM2: Sample at starting point of Piui Loc riverNM3: Sample at dowstream of city's drainage outlet, near 29/3 Textile comnpaniyNM4: Sample near Phu Loc outletNM5: Sample at Danang bay, around Phu Loc outlet

Table 5 Quality of surface water in Hoa Quy Resettlement area

No. Parameter Unit Testing resultNMI TCVN 5942:1995

I pH - 7.4 5.5-9

2 BOD5 mg/i 18 < 25

3 COD mg/i 58.5 <35

4 DO mg/l 6.12 -2 _

5 Sal. °/0/ Vet

6 SS mllg/l 2O0 8 0

7 N-org mg/l 0.56

8 NO03(as N) mg/l 14.3 15 5

9 NH4+(as N) mg/l 1.19 1

10 PO43- mg/l 0.42 -

11 Total Coliform MNP/100pl 6.103 10000

Social aIndl Environmnental Development Joint Stock CompanY (SECO) .41nwx .4 5

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Danang Prioritv Infrastructure Investl7ent Project Environmental A4ssessnment Report - Plicise Ii

Table 6 Ground water quality at project areas

Samples TC'NN* No. Parameter Unit SI pesTVNNI NN2 NN3 NN4 NN5 NN6 NN8 5944:1995

I pH - 7.25 6.3 7.89 6.26 7.67 7.17 6.6 6.5 - 8.5

2 Color Cobalt 2 4 4 5 3 5 5 5 - 50

3 Smell - none none none none none none none

4 Taste - Sweet none Tart sicklv sickly none Tart -

5 Turbidity NTU 10 8 3 7 9 6 4 -

Hardness6 (CaCO) mg/l 52.5 205 225 1 360 77.5 297 13 2 300 - 500)

7 TDS mg/I 176 377 422 883 563 558 141 -

8 CL- m/I 55.9 99.26 110 365 319 162 70.9 2() -2 0(1

9 F- mg/l 0.25 0.5 0.27 0.25 0.35 0.18 0.47 1

10 Fe mg/l 0.19 0.25 0.13 0.36 0.12 0.34 0.46 1 -5

11 Mn mg/l 0.04 0.02 0.08 0.15 0.08 0.1 0.05 0.1 - 0.5

12 NO3 mg/l 0.138 0.143 1.89 0.13 0.51 0.14 0.63 4-5-

P 13 P04 mg/l 0.41 0.29 0.32 4.7 2.88 0.33 0.49 -

14 As mg /I KPH <0.001 <0.01 <0.01 <0.0025 <0.001 <0.00il 0.0I

Total MNNP/15 17 KPH 45 KPII 33 KPH - KPI-I-

Coliform lOOml- -

Notes:

NN 1: sample from Thanh Khe 1, at shallow well, 6m depthNN2: sample from Xuan Hoa. at drilled well. 16m depthNN3: sample from Thanh Khe 5, at shallow well, abandoned for long timeNN4: sample from Thanh Khe 5, at drilled wellNN5: sample from Hoa Minh, at shallow well, 8m depthNN6: sample from Chau Thanh, at drilled well, 25m depthNN8: sample from Hoa Qui, at drilled well, 7m depthKPH: not detected

Social an1d Environmental Development Joint Stock Comnpaniy (SECO) Annex .- - (

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Dananig PrioritY Infirastructure Investmnent Project Environmental ,lssessrnemt Report - Phasie lo

Table 4 Water quality of Phu Loc river

(samples dated 21/5/2007)

No. Parameter Unit Testing results TCVNNM2 NM3 NM4 5 942-

1995Flood Ebb Flood Ebb Flood Ebbtide tide tide tide tide tide

I pH - 7.66 7.54 8 8 8 8 5.5 -2 BOD5 mg/l 890 880 1,045 1,005 130 215 < 2513 COD mg/i 1,540 1.630 1,900 1,990 420 465 <354 DO mg/l 4.12 4.63 4 4 4.40 4 52 > 2S Sal '/00 0.89 0.31 2 1 1.43 0.98 -6 SS mg/I 718 485 757 580 375 2 70 80

NO(th mg/I 0.64 0.58 0.87 1.45 0.10 0. 1) 15 5

8 NH(theo mg/l 12.86 17.39 15.01 21.95 4.15 8.15 IN)

9 P-P04 mg/l 2.98 2 09 5.30 2.19 0.11 1.06 1 --

1 Total MNP/100ml 30,603 28,103 18,103 33.103 5,603 14 10, l lo,()o

iVotes:NM2 Sample at starting point of Phu Loc riverNM3 Sample at dowstream of city's drainage outlct. near 29/3 Textile companyNN/4: Sample near Phu Loc outletNM5 Sample at Danang bay, arounld Phu Loc outlet

Table 5 Quality of surface water in Hoa Quv Resettlement area

No. Parameter Unit Testing resultNMI TCVN 5942:1995

1 pH 7.4 5.5 - 9

2 BODs mg/I 18 ?5

3 COD mg/I 58.5 < 35

4 DO mg/l 6.12

5 Sal. / Vet

6 SS mg/l 20 80

7 N-org mg/l 0.56

8 NO03(as N) mg/I 14.3 15

9 NH 4+(as N) mg/I 1.19 1

10 P043 - mg/l 0.42 -

11 Total Coliform MNP/100ml 6.103 100(0

Social anCi Environmental DevelopMent Joint Stock Cotmtpanl' (SECO) Amnwvl . - I

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Danang Priority Infrastructure Investment Project Environmental Assessment Report -- Phase I .r

ANNEX B

COMMUNITY CONSULTATION DOCUMENT

Sociail an7d Environmental Development Joint Stock Comnpuany (SECO) Annexr B - I

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Danang Prioritv Infrastructure Investm7ent Project Environmental Assessment Report - Phase la

RESULT OF THE SECOND ENVIRONMENTAL COMMUNITYCONSULTATION

1. Chau Thanh low income areaLocation: Meeting hall of Nam Duong wardTime: 19 pm 121', June, 2007Participant:- Mr. Nguyen Van Sanh - Deputy chairman of Nam Duong ward PC - Hai Chau

District.- Representatives of 18 households in project area.Content of consultation:

a) There are some additional suggestion about existing environmental conditionsas below:

- The weakness sewage and drainage system has caused tlooding in many areas,including:

+ C3 sewer in Nguyen Van Linh is tlooded and blocked, thus waste watercouldn't discharge and it smells.

+ Road is flooded whenever it rains, especially at the depth Im (at lane 82).+ The middle area of Nam Duong market has low terrain so that waste and waste

water are stagnant. Therefore, the surrounding residential area is seriouLslxpolluted.

- Noise, vibration and smell from small factories such as Paper F'actory. IceFactory .etc.

b) Environmental impacts and mitigation measures during constructioni andoperation phase:

- Most of households accepted impacts and mitigation measures dcuringconstruction and operation phase. However, there were 3 households (3/ 18)living in Ong Ich Khiem road did not accept because they thought that existingintirastructure has been good and upgrading has been not necessary. Thev didnot accept the impacts to their business during construction phase.

- Construction period shall be predetermined and item constructioni shall becomprehensive.

- Construction waste shall be collected and transported quickly out off residenltialareas.

2. Hoa Minh resettlement areaLocation: Hoa Phu 3 Palace of cultureTime: 8 am 10t', June. 2007Participant:- Mr. Nguyen Van Ngoc - Chairman of Hoa Minh ward PC- Mr. Pham Thang - Deputy chairman of Hoa Minh ward PC- Mr. Truong Quang Dung- Chief of Hoa Minh ward PC- Mr Thanh - Representative for PMU- Representatives of 48 households in project area.Content of consultation:

a) There are some additional suggestion about existing environmental conditionsas below:

Social adl Environmental Development Joint Stock Companv (SECO) AMnWex B - I

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Dancing Prioritv Infrastrzicture Investment Project Environmental Assessment Report - PluvS• I U

- Well water has been polluted for a long time, so it is only used for bath andwashing. Habitants have to buy clean water tor drinking and cooking.

- Waste and waste water has been flooded surrounding area students living,particularly smell of piss.

- Air pollution generated by dust.b) Environmental impacts and mitigation measures during constructioni and

operation phase:- 100% of household accept and take part in overcoming impacts during

construction and operation phase willingly.- Infrastructure shall be completed before habitants move to new resettlement.- Mitigation measures shall be carried out opportunelv.

3. Hoa Hai resettlement areaLocation: Hoa Hai wardTime: 9am ll '. June, 2007Representatives of 10 households in Luu Quang Vu and Tran Dai Nglhia road(access to project area)Content of consultation:

a) There are some additional suggestion about existing environmental conditionlsas below:

- Water quality in this area is good.- There are many works has been constructing surrounding this area so that dust

pollution is quite serious. Besides, level of noise and vibration is considle-able(sometimes, it seems to be earthquake).

b) Environmental impacts and mitigation measures during construction andoperation phase:

- 100% of households accept the impacts during construction and operation phiasein order to have a better environment.

- Some suggestions to decrease spilled materials are as follow:+ Speed of material trucks shall be in acceptance limit. Fast trucks are not only

making materials to be pilled on the streets but also cutting the electric andtelephone line system of this area.

+ Speed warning sign should be installed in T-junction Tran Dai Nghia and LuuQ uang Vu road.

+ Material trucks should run alternately to avoid traffic jam.+ It is not recommended to transport materials through Luu Quang Vu road

because it is narrow and is not the road for high load trucks. Besides, too manytrucks run so fast in this road could cause traftic safety decrease.

+ Proposed mitigation measures shall be carried out strictly.

4. Phti Loc river area (Thanh Khe Tay and a part of Thanh Khe Dongc ward)Location: Meeting hall of Thanh Khe Tay wardTime: 2 pm 13t , June, 2007Participant:- Ms. Le Thi Mai - Deputy chairman of Thanh Khe Tay ward PC- Mr. Nguyen Song Hy- Representative of Ward Fatherland Front- Ms. Dang Thuc Anh - Representative of Danang Deparment of Natural

Resource and EnvironmentSocicil ciiiLl Environmental Development Joint Stock Comipoiiv (SECO) dicX B - 2

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Dci,,(ing Priority hifrastructure Investment Project Environmental Assessment Report - Phose I o

- Mr Thanh - Representative of PMU- Mr Due - Representative of PMU- Representatives of 12 households, university and factories in project area.Content of consultation:

a) There are some additional suggestion about existing environmental conditionsas below:

- Smell from Phu Loc river is not bearable.- The water river is polluted that it causes efforescence.- Thai Ne waste water channel which runs to Phu Loc river contributes to the

pollution pf Phu Loc river.b) Environmental impacts and mitigation measures during construction andl

operation phase:- 100% of households accept the impacts during construction and operation phase

in order to have a better environment.- Fishermen who have boats berthing in Phu Loc outlet ready to find another

berth by themselves. In case they could not, it is necessary to support the berth.- A storage dam should be constructed with the distance about 30()rn troi coast

to avoid deposit in the outlet of Phu Loc river.- Soil in the river bank is quite weak. so if the depth of dredging is 8m, the depth

of protective embankment must be 12m in order to ensure safety.- Construction quality shall be guaranteed in long term by the Contractor.- It is proposed to assist the affected people in their business during co>nstruction

phase.- In case of impacts to house structure, compensation unit price shall be prepared

before implementation.- Proposed mitigation measures shall be carried Ou.t strictly.- In operation phase, it is necessary to have pollution preventing meastures frorm

source. Waste water from channel shall be colleted and treated beforedischarging to the Phu Loc outlet.

5. Hoa Khe low income areaLocation: Hoa Khe wardTime: 1I, 1 2 th June, 2007Representatives of 42 houselholds in project areaContent of consultation:

a) There are some additional suggestion about existing environmental conditionsas below:

- Most of households complaint about pollution situation by dust and wastewhenever it rains.

- This area have not got sewage and drainage system as well as bad quality ofroads, thus rain water runs off and flood ( in both rain and dry season).

- Water resource is polluted in this area:+ People lives in the end of K 297 only use well water for bath or washing ani

they have to buy clean water for drinking and cooking. It is said that groundwater in this area is polluted by dioxin from air port ( not official news).

+ Alumni water- This area lack of green trees.- Vendors thrown away waste in the pavements at head of Thanih Khe miarlet.

Social an7d Envir-Onmllental Developmel7t ,Ioint Stock Company.1 /SECO) Anln7el B - 3

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Danang Priority Infrastrulctutre Investment Project Environmental Assessment Report - Phase Ila

b) Environmental impacts and mitigation measures during construction andoperation phase:

- 100% of households accept the impacts during construction and operation phasein order to have a better environment in case the construction period is not toolong.

- Proposed mitigation measures shall be carried out strictly, especially sprinklingwater on the streets.

- Construction shall be quick and in good order.- Supervision the Contractor in order to ensure construction quality and time.- Speed and loading capacity of material trucks shall be limit to avoid diamage the

roads.- Dredging sewers before constructing is necessary to decrease smell.- Safety methods such as fences, warning signs etc.- In case of splitting walls or sinking houses during construction shall be

compensated appropriately.- It is suggestion to support household connection cost. (Curreint cost is 800.000-

1.000.000 VND).- A time limit for setting work and constructing shall be announced 'ior

inhabitants.

6. Thanh Khe Dong resettlement area (and Pliti Loc river)Location: Thanh Khe Dong wardTime: 12th, June, 2007Representatives of 24 households in project areaContent of consultation:

a) There are some additional suggestion about existing environmental conditionsas below:

- Ground water in this area is polluted because it is near Phu Loc river.- Alumni water (group 30)

b) Environmental impacts and mitigation measures during construction andoperation phase:

- 100% of households accept the impacts during construction and operation phasefor a better environment and hope that the project will be implemented as soon1as possible.

- It is needed to prepare plan in case of landslide or impacts to house structure.- Contractor shall prepare plan of electric and water supply support.- Construction due to time and quality.- After construction, the contractor shall clean the site for habitants living.- If any other impacts of people living arise, it shall be announced to local

authorities and habitants.- The contractor is responsible for later impacts.

Social and Environmental Development Joint Stock C'ompanY' (SECti) -AmI'wx S - 4

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Danang Prioritv Infrastructuire Investmenit ProJect Environmental Assessment Report - Phase Ita

ANNEX C

COMMUNITY ENVIRONMENTALMANAGEMENT PLAN

Social ancl Environmental Developtment Joint Stock Company (SECO) .Annex C' - I

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Danang Priority Infrastructure Investment Protect Environmental.Assessment Repo;i-- P/hascr I

XUAN HOA A AND THANH KHE 1 LIA, HOA KHE WARD

1. Existing Environmental condition

Issues Parameter Remarks1. Water supply- From city's network - 44.6% HH use clean water

for daily activities, 53.8% usedrilled/ shallow well and1.5% use water from othersources- water quality meets standard

- Ground water - as testing results, groundwater at Xuan Hoa isodorless, stasteless, otherparameter below standard- ground water at Thanh- Khehas high coliform, indicatedthat it has contaminated bybateriaGround water at area near theairport contaminated by alumand dioxide

2. Drainage and sanitation - 89,4% of HHs have - sewers degradedsanitation equipment (basin, - some areas do not havebathroom inside house), but drainage sewers, lead toonly 24,2% connect to septic flooding whenever rainingtank, 27,3% connect to mainsewers, the remainingdischarge outside or penetrateinto ground;

- 100% HH connects tocommon sewer

3. Flood - flooding alley H149, Xuan - this is a sunken areaHoa A (section from T190 to - there is no drainage sewersT174);- flooding time: 0.5 - 2.5 days- flooding height: 0.3 - 0.5m;

4. Solid waste collection - 96,1% collected byURENCO, 1,5% throwgarbage to public dumpsite orto river, sea, bury orincinerate

5. Air condition! noise - noise : 62-65dBA; below - from vehicles and smallstandard industrial enterprises- TSP: 7,48mg/m3 at Xuan - due to flooding and dust atHoa, 25 times higher than soil roadstandard at Xuan Hoa, and11,69mg/m3 at Thanh Khe 1,39 times higher than standard

Social ciiid Environmental Development Joinit Stock Company (SECO) -I17nx C -C

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Danang Prioriti' Infrastruictuire Investment Project Environmental Assessment Report - PI,asu 1I

odor from litter, particularlyin raining

2. Environmental impacts and mitigation measures2.1 Environemtnal issues and mitigation measures

Environmental issites Mitigation measures- increased wastewater due to increased - sewers will be installed and upgraded to ensurewater sypply at extended Ha Huy Tap unstagnantroad, K297, H78, K83, T168-T179-T178,T76-T83-T92, T7-T6-T14-T94, T21-T25-T 13-TI 12- sludge from dredging of existing sewers - dredged sludge shall be disposed at the city'sat K297, H78, K83, T168-T179-T178, disposal site,T76-T83-T92, T7-T6-T14-T94, T21-T25- - shall not store sludge at the site. Transport sludgeT 113-T 112 by tank truck, avoid leakage on the transportation

route- air emissions, dust generated during - require the contractors to apply advancedconstruction; construction method, provide necessary covers andct- the extended Ha Huy Tap, K297 (H78 to regularly spray water in order to reduce dustairport), H78, K83 would be mosted - regularly maintain construction equipmiienit toimpacted due to construction of 4 items. reduce air emissions, do not let equipmenit operate- the alleys T76-T83-T92, T7-T6-T14-T94, unload.T21-T25-TI13-T112 are impacted - carry out upgraded items simultaneouslyslighterly. because only drainage and - apply methods of temporary drainagelighting line will be constructed- noise from transportation means - require the contractors to use new machines andcl

equipment. have proper operation schedule- traffic obstacle - provide mobile toilet at the site

- collect solid waste and contract with URENCO foirdaily disposal

- safety at the site - propose feasible construction schedule, solid wasteand material shall not be stored beyond 24h

- odor from manholes during operation - regular dredgingphase- dredged sludge during maintenance - dredged sludge shall be transported by covered

transportation means to avoid leakage duringtransportation

Social a7n7d Environmental Development Joint Stock CompanY (SECO) Annex C( - 3

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Danang Priority Infrastrncture Investmient Project Environmental Assessment Report -- Phase In

2.2 Plan of monitoring and supervision of residential environmentTo minimize negative impacts of the project activities to environment, besides applyinoproper construction method, community will take part in monitoring and supervisioni olenvironment as follows;

During construction phase

Activities Parameter Frequency Method Responsibilities ReportingAlleys upgrading Dust Daily Observe Community C ontractors/

Monitoring Unit IMI(CMU)

Noise At night Observe CMU Contractors/ IPMU

Traffic obstacle Daily Observe CMU Contractors/PM Ii

Drainage system Soil excavation Daily Observe CMU Contractors/PMU

Dust Daily Observe CMU Contractors/PMl!I

Noise At night Observe CMU Contractors/PMNil!

Temporary Daily Observe CMU Contractors/ Istagnancy P NlI UCover of manhole Daily Observe CMU Contractors, -

PN IUSoil excavation Daily Observe CMU Contractors,

P N!l LPublic lighting Electric safety Daily Observe CNIU Contractors!

PMNU-Sludge dredging Sludge collection Every 2 Observe CMU Contractors/from existing days PMU-sewers before Transportation Every 2 Observe CMU Contractors!upgrading days PMUI

Workers Every 2 Observe CMU Contractors'days PMNi I

Workers Every 2 Check URENCO/ Contractors/days contractors PMLI

Ma Voi market Excavted sloil Dat Daily Observe CMU Contractors/upgrading dao PMI UJ

Dust Daily Observe CMU Contractors/PMIJ J

Noise At night Observe CMU Contractor,/iPMU _

Water household Excavted soil, dust Daily Observe CMU Contractors/connection noise PMUWorker activities Wastewater, soild Daily Observe CMU Contractors!/

waste PN4/llJ J

Social and Environmental Development Joint Stock Comnpanv' (SEC'O) 4nnex C - X

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Danang Prioritv Infiastructire Investment Project Environmental Assessment Report - Phase l a

Overall supervision Measure air In case of Sample, Independent PMIJ/of upgrading items parameter accident or analyze safeguard DONRE/

complain monitoring WBconsultant

(ISMC)

During operation phase

Activities Parameter Frequency Method Responsibilities ReportingAlley system Encroach Daily Observe CMU Local

common alleys authoriticsRun-off water In raining Observe CMU Local

authoritiesSolid waste Daily Observe CMU Local

authoritiesDrainage capacity Weekly Observe CMU Local

Drainage/ sewage authoritiessystem Flooding areas In raining Observe CMU Local

authoritiesFlooding height In raining Observe CMU Local

authloritiesFlood frequency In raining Observe CMU Local

autlhor-itiesSludge dredging Every 6 Check CMU Local

Water supply months authoritiessytem Water quality Daily Observe Household Local

authoriesWater pressure Daily Observe Household Local

authioritiesAir qualitv Odor from Daily Observe Household LocalAllev system manhole auth0olities

TSP Every 6 Measure ISMC PMU/ DONRE/months WB

Noise Every 6 Measure ISMC PMU/ DONRL,months WB

Encroach Daily Observe CMU Localcommon alleys authAorities

During monitoring and supervision of environment, if CMU and household discover uLLusualissue, one should report immediately to ISMC. The ISMC shall inspect, measure, then propsetroubleshooting measures.

Social and Environmental Development Joint Stock Company (SEC() InE7C -n

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Danang PrioritY Infrastructure Investment Project Environmental Assessment Report - Phase I a

THANH KHE 5 LIA, THANH KHE DONG WARD

1. Existing environmental condition

Issues Parameter Remarks1. Water supply- From city's network - water quality meets standard- Ground water - as testing results, ground Ground water quality does not

water is sickly, other meet standard, howeverparameter are below standard 87.5% HH are usinlg this- ground water contaminated resources for daily activitiesby alum (at 30 to area)- ground water near Phu Locriver is contaminated

2. Drainage and sanitation - 50% of HHs have sanitationequipment (basin, bathroominside house), in which60%HH connect to maincity's sewers,20% HH connect to commonsewers,20% HH penetrate intoground;10% HH: other method

3 Flood - area between EC road and This is a sunken areaalley 81Flooding height: 0.5 -0.7in

4. Solid waste collection - 100% collected byURENCO;

5. Air condition/ noise - noise: 55-67dB, below from vehicles and smalldtandard; industrial enterprises- TSP: 7,2 mg/m3, 24 timeshigher than standard

2. Environmental issues and mitigation measures2.1 Environmental issues and mitigation measures

Environmental isszues Mitigation nmeasiures- increased wastewater due to increased - sewers will be installed and upgraded to ensurewater sypply at K814, K814/41, K814/93, unstagnantsoil road T1-T2, T4-T5- sludge from dredging of existing sewers at - dredged sludge shall be disposed at the cit\ sK18144, K814/41, K814/93, 9-eng OEt Tl- disposal site;T2 T4-T5 - shall not store sludge at the site. Transport

sludge by tank truck, avoid leakage on thetransportation route

- air emissions, dust generated during - require the contractors to apply advancedconstruction construction method, provide necessarv covers- K814, K814/41, K814/93, soil road TI-T2', and regularly spray water in order to reduce dust

T4-T5 would be most impacted du to - regularly maintain construction equipnment to

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upgrading of all 4 items. reduce air emissions, do not let eqluipmilent- T2-T6-T3, T6-T8-T1O-T9, T9-T15-Tl- operate unload.T16-T20-T22-T23, T41-T42-T43, T42-T43- - carry out upgraded items simultaneouslyT53 would be less impacted. because only - apply methods of temporary drainagelighting line will be upgraded.- noise from transportation means - require the contractors to use new machines anid

equipment, have proper operation schedule- traffic obstacle - provide mobile toilet at the site

- collect solid waste and contract with IJRENCOfor daily disposal

- safety at the site - propose feasible construction schedule. solidwaste and material shall not be stored beyonid 24h

- odor from manholes during operation - regular dredgingphase- dredged sludge during maintenance - dredged sludge shall be transported bv covered

transportation means to avoid leakage duLill,:transportation

2.2 Plan of monitoring and supervision of residential environmentTo minimize negative impacts of the project activities to environment, besides applyin1gproper construction method, community will take part in monitoring and supervision ofenvironment as follows;

During construction phase

Activities Parameter Frequency Method ResponsibilitiesAlleys upgrading Dust Daily Observe CMIJ

Noise At night Observe CMUTraffic obstacle Dailv Observe CMLU

Drainage system Soil excavation Daily Observe CMItIDust Daily Observe CMtINoise At night Observe CMIJTemporary Daily Observe CMUstagnancyCover of manhole Daily Observe CM UI

Soil excavation Daily Observe CMUIPublic lighting Electric safety Daily Observe CMIlSludge dredging Sludge collection Every 2 days Observe CMUfrom existing Transportation Every 2 days Observe CMIJsewers before Workers Every 2 days Observe CMUupgradingWater household Excavted soil, dust Daily Observe CMU 1connection noiseWorker activities Wastewater, soild Daily Observe CMU

wasteOverall supervision Measure air In case of Sample, analyze (ISMC)of upgrading items parameter accident or

complain

Social and Environmental Development Joinit Stock Colnpany (SECO) An nex -

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During operation phase

Activities Parameter Frequency Method Responsibilities Reporting IAlley system Encroach Daily Observe CMU Local

common alleys authoritiesRun-off water In raining Observe CMU Local

authloritiesSolid waste Daily Observe CMU Local

Drainage/ sewage authloritiessystem Drainage capacity Weekly Observe CMU Local

authoritiesFlooding areas In raining Observe CMU Local

authoritiesFlooding height In raining Observe CMU Local

authoritiesFlood frequency In raining Observe CMU Local

autlhoritiesSludge dredging Every 6 Check CMU Local

Water supply months authoriticssytem Water quality Daily Observe Household Local

autlhoritiesWater pressure Daily Observe Household Local

autlhoritiesAir quality Odor from Daily Observe Household LocalAlley system manhole authorities

TSP Every 6 Measure ISMC PMLI/ DONRi '/months W B

Noise Every 6 Measure ISMC PMIU/ DONRE'/months WB

Encroach Daily Observe CMU Localcommon alleys I author-ities

During monitoring and supervision of environment, if CMU and household discoverunusual issue, one should report immediately to ISMC. The ISMC shall inlspect.measure, then propse troubleshooting measures.

Sociail a17d Environmental Development Joint Stock Company (SECO) Thxe C - N

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Danang Priorit' Infrastrzctutre Investment Project Environmental Assessment Report - Phase I ca

CHAU THANH LIA, NAM DUONG WARD

1. Existing environmental condition

Issues Parameter Remarks1. Water supply- From city's network - 56,7% HH uses clean water

for daily activites, 43,3% HHuses water from drilled/shallow well- water quality meets standard

- Ground water - water quality is rather good Ground water meets- ground water is odorless. requirements for drinkingtasteless, other parameter supplybelow standard

2. Drainage and sanitation - 88,3% of HHs have - the drainage system hassanitation equipment (basin, degraded seriouslybathlroom inside house), inwhich only 6.7% HH connectto septics tanks, the remainingconnect to main city's sewers,100% HH cornect to commonsewers

3. Flood - flood at C3 sewer area - there is no drainag,e sewver or- flooding time: 1-2h; sewers was stagnant- flooding height: 0.5-lm; - 11,7% because house level

is lower than alley level4. Solid waste collection - 100% collected by

URENCO5. Air condition/ noise - noise: 59-84dB; - due to high tratfic density;

- TSP: in particulate case, - this area has polluted byTSP content up to 49,2 dust, the most polluted area ismg/m3, 160 times higher than Ong Ich Khiem and Nguyel lstandard Hoang roads

2. Environmental issues and mitigation measures2.1 Environmental issues and mitigation measures

Environmental issues Mitigation ineasutres- increased wastewater due to increased - sewers will be installed and upgraded to CnsuLe

water sypply at K44, K82 (T17,T18), sewer unstagnantC3 K82 Nguyen Van Linh; K586 Ong IchKhiem (TI-T17)- sludge from dredging of existing sewers - dredged sludge shall be disposed at the city sat K44, K82 (T17,T18) viL ceng C3 K82 disposal site;Nguy0n V"n Linh; K586 Ong Ich Khiem - shall not store sludge at the site. Transport sludge(Tl-T17) by tank truck, avoid leakage on the transportation

route- air emissions, dust generated during , require the contractors to apply advancedconstruction construction method, provide necessary covers and- K586 Ong Ich Khiem (TI-TI 7) and K82 regularly spray water in order to reduce dust

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Nguyen Van Linh (T17,T18) would be - regularly maintain construction equipment tomost affected due to upgrading of all 4 reduce air emissions, do not let equipment operateitems si bl ¶rnh h-eng nhiOu nhEt do thi unload.c<<ng c¶ 4 h'ng moc. - carry out upgraded items simultaneoLisly- K44 Nguyen Van Linh, sewer C3 K82 - apply methods of temporary drainageNg,uyen Van Linh would be affected duringupgrading of sewer ch0 bP ¶rnhl h-eng trongthei gian thi c<<ng h1ng moc tho,t n-ic;- T29-T34, T27-T42, T36-T41 would beleast affected because only lighting linewill be upgraded- noise from transportation means - require the contractors to use new machiines and

equipment, have proper operation scheduLle- traffic obstacle - provide mobile toilet at the site

- collect solid waste and contract witlh URENCO tOrdaily disposal

- safety at the site - propose feasible construction schedule. solid wasteand material shall not be stored beyond 24h

- odor from manholes during operation - regular dredgingphase- dredged sludge during maintenance - dredged sludge shall be transported by covered

transportation means to avoid leakage dLurillgtransportation

2.3 Plan of monitoring and supervision of residential environmentTo minimize negative impacts of the project activities to environment, besides applyingrproper construction method, community will take part in monitoring and supervisionl ofenvironment as follows;

During construction phase

Activities Parameter Frequency Method Responsibilities-!Alleys upgrading Dust Daily Observe CommunaitV I

Monitohing Ilnit(CNM1J)

Noise At night Observe CMUTraffic obstacle Daily Observe CNMU

Drainage system Soil excavation Daily Observe CMUDust Daily Observe CMLINoise At night Observe CMUTemporary Daily Observe CMUstagnancyCover of manhole Daily Observe CMU-Soil excavation Daily Observe CMIU

Public lighting Electric safety Daily Observe C7l,1Sludge dredging Sludge collection Every 2 days Observe C7MI Lfrom existing Transportation Every 2 days Observe CNlUsewers before Workers Every 2 days Observe CN/MlUupgradingWater lhousehold Excavted soil, dust Daily Observe CMUconn1ectioll noise

Social and Environmental Development Joint Stock Company (SECO) An7nex C - I()

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Worker activities Wastewater, soild Daily Observe CMUwaste

Overall supervision Measure air In case of Sample, analyze (ISMC)of upgrading items parameter accident or

complain

During operation phase

Activities Parameter Frequency Method Responsibilities ReportingAllev system Encroach Daily Observe CMU l,ocal

common alleys authoritiesRun-off water In raining Observe CMU Local

authorities

Solid waste Daily Observe CMU LocalDrainage/ sewage autlhoritiessystem Drainage capacity Weekly Observe CMU Local

authlorities

Flooding areas In raining Observe CMU Localauthorities

Flooding height In raining Observe CMU Localautlhorities

Flood frequency In raining Observe CMU Locala authlolities

Sludge dredging Every 6 months Check CMU LocalWater supply author-itiessvtem Water quality Daily Observe Household Local

autlhorities

Water pressure Daily Observe Household Localauthorities

Air qLuality Odor from Daily Observe Household LocalAlley system manhole authlorities

TSP Every 6 months Measure ISMC PMU/ DONRIL.,'WB

Noise Every 6 months Measure ISMC PvLUJ/ DONRFIWB

Encroach Daily Observe CMU Localcommon alleys authlorities

During monitoring and supervision of environment, if CMU and household discover uLLusualissue, one should report immediately to ISMC. The ISMC shall inspect, measure, then propsetroubleshooting measures.

Social an;l Environmental Development Joint Stock Company (SECO) A4177C.L (C - I/

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TRUNG TAM LIA, HAI CHAU 2 WARD, HAI CHAU DISTRICT

1. Existing Environmental condition

Issues Parameter Remarks1. Water supply- From city's network Clean water: 82,2%

Drilled/ shallow wells: 7,1%

Other sources: 10,7%- Ground water Contaminated Although almost

wastewater connectedto sewers, whiclh aredegraded, sowastewater penetrateinto grouLnd

2. Drainage and sanitation - Length of drainage sewers: 698m, - Existing drainage95% of alleys have tertiary drainage system has degradedsystem. seriously.- 70% of HHs have sanitation - some main sewersequipment (basin, bathroom inside (Pham Ngu L.aohouse), but only 26,7% connect to sewer) is small.septic tank, 26,7% connect to main drainage capacity issewers, the remaining discharge lowoutside or penetrate into ground;

Connect to main sewers: 82,2%Penetrate into ground: 9,2%

Other: 8,5%oSeptic and semi-septic tank: 86,7%2 tanks latrine with cover: 10%/oNo latrine (use public toilet,discharge to sewers, throw togarbage): 3,3%

3. Flood This area is in high area and has nottlooded

4. Solid waste collection Collected by URENCO: 76.7%

Other method of disposal: 23.3%5. Air condition/ noise Air environment has higlhly polluted - Dut to high traaffic

Noise level is high density and imapactsfrom smaltl i ndustrialenterprises

2. Impacts to environment and mitigation measures2.1 Environmental issues and mitigation measures

Environmentcal issues Al! itigation nmeasurres- Construction debris from widening alleys Transport solid waste and material timelyand construction- Pollution by stagnant wastewater during ,- sewers will be installed and upgraded to ensuLe |upgrading drainage systems unstagnant- Dredged sludge during upgrading existing - dredged sludge shall be disposed at the city's_j

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sewers disposal site;- shall not store sludge at the site. Transport sluldgeby tank truck, avoid leakage on the transportationroute

- Air emission, dust generated during site - require the contractors to apply advancedclearance and upgrading of roads and construction method, provide necessarv covers ancdsewers regularly spray water in order to reduce dust- impacts during installation of sewers - regularly maintain construction equipmiient to

reduce air emissions, do not let equipmenit operateunload.- carry out upgraded items simultaneously- apply methods of temporary drainage

- Noise generated from construction - require the contractors to use new machines andequipment equipment, have proper operation sclhedule- Wastewater, solid waste from workers - provide mobile toilet at the site

- collect solid waste and contract with URENC O tordaily disposal

- traffic obstacle - propose feasible construction schedule. solicd vsastcand material shall not be stored beyond 241i

- safety at the site - use signal, distribute traffic, limit velocity at thiesite, use fence or cover trenchs by steel plate dlurinigconstruction interval

- odor from manholes during operation - regular dredgingphase- dredged sludge during maintenance - dredged sludge shall be transported by covered

transportation means to avoid leakaoe duringtransportation

2.2 Plan of monitoring and supervision of residential environmentTo minimize negative impacts of the project activities to environment, besidesapplying proper construction method, community will take part in monitoring andsupervision of environment as folloxvs;

During construction phase:

Activities Parameter Frequency Method Responsibilities ReportingUpgrading alleys Dust Daily Observe Community Contractors/K14 Trieti Nu Monitoring Unit PMlIvuong roacd, K2 (CMU)Pham Ngu Lao, Noise At night Observe CMU Contractors,;extended Doan Thi PM7UDiem road Traffic Daily Observe CMU C ontractols'

obstacle PM it _

| lpgrading alley Soil excavation Daily Observe CMU Contractors,drainage sewers I PMN4and connect to main Dust Daily Observe CMU Contractors.sewers PIM I

Noise At night Observe CMU Contractors.'

Temporary Daily Observe CMU Contractor-s.stagnancy PM -

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Cover of Daily Observe CMU Contractors!manhlole PMU

Public lighting Electric safety Daily Observe CMU Contractors,

Sludge dredging Sludge Every 2 Observe CMU Contractors/'from existing collection days P M Isewers before Transportation Every 2 Observe CMU Contractors/upgrading days PMUI

Workers Every 2 Observe CMU Contractors/days PMlIU

Workers Every 2 Check URENCO/ Contractors/days contractors PNL/r

Water household Excavted soil, Daily Observe CMU Contractors/connection dust noise PM NUiIWorker activities Wastewater, Daily Observe CMU Contractors/

soild waste Pl\ 1

Overall supervision Measure air In case of Sample, (ISMC) PN/lIi/ DONITI-of upgrading items parameter accident or analyze \VB

complain

During operation phase:

Activities Parameter Frequency Method Responsibilities Reporting,Alley system Encroach Daily Observe CMU Local

common alleys authoritiesRun-off water In raining Observe CNMIU Local

authoritiesSolid waste Daily Observe CMU Local

authoritiesDrainage/ sewage Drainage Weekly Observe CMU Localsystem capacity authIor ities

Flooding areas In raining Observe CMU Localauthlorities

Flooding height In raining Observe CMU Localauthorities

Flood frequency In raining Observe CMU Localautlhorities

Sludge dredging Every 6 Check CMU Localmonths authorities

Water supply Water quality Daily Observe Household Localsytem authorities

Water pressure Daily Observe Household Localauthorities

Air quality Odor from Daily Observe Household Localmanhole authlolritiesTSP Every 6 Measure ISMC PMU/ DONRfF,

months WBNoise Every 6 Measure ISMC PMU/ DONRE/

months WB

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During monitoring and supervision of environment, if CMU and household discover unusualissue, one should report immediately to ISMC. The ISMC shall inspect, measure, then propsetroubleshooting measures.

SJ

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ANNEX D

STANDARD OPERATING PROCEDURES

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Recommended Standard Operating Procedures (SOP)for Environmental Management of CCESP Subprojects

(based on FIDIC Conditions of Contract)CONDITIONS OF CONTRACT

1.1 Safety: The Contractor shall be responsible for the safety of allactivities on the Site.

1.2 Discoveries

Anything of historical, cultural, archeological or other interest or value

unexpectedly discovered within the Site or during excavations shall be the propertv

of the Government. The Contractor shall immediately notify the Project Mana;=er

of such discoveries and carry out the Project Manager's inistructions for properly

dealing with them.

II. CONTRACT DATA

The Contractor shall, throughout the execution and completion of the Works and

the remedying of any defects therein:

a) Have full regard for the safety of all persons entitled to be upon

the Site and keep the Site (so far as the same is under his control)

and the Works (so far as the same are not completed or occupied

by the Employer) in an orderly state appropriate to the avoidance

of danger to such persons, and

b) Provide and maintain at his own cost all lights, guards. fencing.

warning signs and watching, when and where necessary or

required by he Engineer or by any duly constituted authority, for

the protection of the Works or for the safety and convenience ot

the public and others, and

c) Take all reasonable precautions to avoid harm to the living

and working environment. Such precautions shall include but not

be limited to the following:

(i) provision of sanitation facilities to prevent the biological orfactory pollution of the Site or any water course, stream,well, tank, reservoir or water supply.

(ii) avoidance of wanton destruction of flora and fauna.

(iii) avoidance of excessive noxious gaseous or smooke emiSSionl

from plant and other operations in connection with the

Works; J

(iv) avoidance of damage or interruption to water courses.

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irrigation channels and drainage paths;

(v) avoidance of excessive harmful or objectionable noiseemission.

If the Engineer considers that inadequate precautions have been made to comply

with these requirements, the Contractors shall take such further precautions or

measures as the Engineer shall reasonably direct.

III. SPECIFICATIONS3.1 Mobilization and Demobilization

(a) Mobilization and installation of Construction Plant from theirexisting locations to the sites where they are to be used under thiscontract.

(b) Provision and maintenance of the Contractor's base camp. includiillas necessary, site offices, living quarter, workshop and stores. etc.

(c) Strengthening of existing bridges for transport of constructionequipment.

3.2 Field Offices and Facilities

A. General1. Description of Work

Contractor shall, under this Selection, construct, fuirnish, install,

maintain, clean, guard and at the completion of the Contract.

remove or dispose, all temporary field offices, storage sheds, living

quarters, and workshops, that are required for the management and

supervision of the project.

2. General Requirements(a) The contractor must at all times comply with the

requirements of National and Provincial regulations.3.3 Transportation and Handling

A. General1. Standards: Work processes shall be conducted in conformity withNational, Provincial and District regulations governing the work as wellas requirements for the preservation of natural resources and theenvironment.2. Transportation Weight Limitations

a) If required, the Engineer may impose weight restrictions torthe protection of any existing road or structure within thevicinity of the project.

b) The Contractor shall be responsible for any damage to roadsor structures resulting from his construction operations.

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c) If, in the opinion of the Engineer, the Contractor's haulingoperations are causing damage to a public road or structure. orin the event of any flooding th-at halts the Contractors haulihnoperations, the Engineer may direct the Contractor to use analternative route. and the Contractor shall have no right toclaim for additional compensation as a result of the Engineer'sinstruction.

3. Disposal of Material Outside the Site

a) The Contractor shall make his own arrangements frr thedisposal of materials outside the Right - of- Way (ROW).

b) When any material is to be disposed of outside the Site, theContractor shall obtain a written permit from the propertyowner on whose property the disposal is to made. whichpermit shall designate the disposal location and shall besubmitted to the Engineer together with a request for approvalto proceed.

c) When material is disposed of as provided above and thedisposal location is visible from a highway. the Contractorshall dispose of the material in a neat and uniform mlanner- tothe satisfaction of the Engineer.

3.4 Maintenance of Traffic Flow

A. General1. Description: To ensure that during the performance of the Works

all existing roads are kept open for traffic and are maintained in asafe and usable condition, and that residents along and adjacent tothe Works are provided with safe, convenient access to tlheirproperties. In particular circumstances the Contractor may reroutetraffic over temporary road works. This requires the Engineer'sapproval and conformance.

2. Land Required: Before starting construction, the Contractor slhallmake all necessary arrangements, including payment if required toany landowners concerned, for the use of the land and, shall obtainthe approval of tlhe responsible authority and the Engineer. Uponcompletion of the Works, the Contractor shall clean and restore theland to its original condition to the satisfaction of the Engineer andthe landowner concerned.

B. Temporary Traffic Control1. Signs and Barriers: In order to protect the Works, to ensure the

safety of the public and to facilitate the free traffic flow throughl oraround the Works and Contractor shall erect and maintain trafficsigns, barriers, and other like facilities at any place whereconstruction operations interfere with the use of the road by traffic.All signs and barricades shall include reflective strips or analternative means enabling then to be observed after dark.

Social n Envirotn1m1ental Development Joint Stock ComipanY (SECO) iX o1nx L) - -4

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2. Flagmen: The Contractor shall also provide and station competentflagmen to all places wlhere the construction operations iinterferewith the flow of traffic. Their sole duties shall consist of directingand controlling movement of traffic through or around the Works.

C. Maintenance for Traffic Safety1. Temporary Road Works and Traffic Control: All temporary works

and traffic control installations provided by the Contractor shall atall times during the performance of the Works be maintained in asafe and serviceable condition to the requirements and satisfactionof the Engineer, to ensure the safetv of traffic and of the ptublic.

2. Clearance of Obstructions: At all tines during the performance ofthe Works, the Contractor shall ensure that the pavement, shouldiersand adjacent areas within the right-of-way shall be maintainedl freeof construction material. debris or othier such loose objects that mayobstruct or endanger the free and safe passage of traffic. The Worksshall also be maintained free of anv unauthorized parking or streettrading activity except in areas designated for such purposes.

3.5 Field EngineeringDuring the first thirty days of the mobilization period, the Contractor shall dleployhis engineering personnel to survey and report on the physical and structural

condition of the existing road pavement and drainage ditches.

3.6 Materials and Storage

A. GeneralMaterial incorporated into the works shall:

(a) Conform to applicable specifications and standards

(b) Comply with size, maike, type and quality specified oni thedrawings or in other section of these specifications, or asspecifically approved in writing by the engineer.

(c) All products are to be new.3.7 Construction Schedule

Provide on a separate schedule, the location of all materials sources, together wvith

planned submittal dates for material samples and planned material production and

delivery schedule.

3.8 Cleaning

A. General1. Description: During the period of construction activity the

Contractor shall maintain the Works free from accumulationi ofwaste, debris, and rubbish, caused by he construction operatlons.At the completion of the Works all waste and surplus materials.rubbish, tools, equipment and machinery shall be removed, allsight-exposed surfaces shall be cleaned and the project left in acondition ready for occupancy to the satisfaction of the Engineer.

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B. During Construction

2) Execute regular cleaning to ensure that site works, structures.temporary offices and accommodation quarters, are maintained freefrom accumulations of waste materials, rubbish, and other debrisresulting from the site work operations and maintain the site in aneat and orderly condition at all times.

3) Ensure that the drainage system is maintained free of debris andloose material and is in an operational condition at all times.

4) When required, spray dry materials and rubbish with- water toprevent blowing dust or sand.

5) Ensure that traffic signs the like are regularly cleaned free of d*irtand other materials.

6) Provide on-site drum containers tor the collection of wastematerials, debris and rubbish awaiting removal from site.

7) Dispose of waste material, debris and rubbish at designateddumping areas and in accordance with National and Provincialordinances and anti-pollution laws.

8) Do not bury rubbish and waste materials on the project site withoutthe approval of the Engineer.

9) Do not dispose of volatile wastes such as mineral spirits, oil. orpaint thinners in storm or sanitary drains.

10) Do not dispose of wastes into streams or waterways.

3.9 Environmental Aspects

A. General

(1) Description: The Contractor shall understand the environmllenitalimpact that possibly occurred due to construction activities, and themethod of handling shall be as directed by the Engineer.

Prior to carry out physical activities in the site, the Contractor shallprovide a program of environmental management execution whiichshall obtain the Engineer's approval.

1.1.1

B. Environmental Management Implementation

I) All vehicles and machinery are properly silenced with mufflers.

2) All vehicles and machinery emit an amount of exhaust compatiblewvith the existing air quality standards.

3) The operation and n-aintenance of all vehicles and machinery isadequately made according to the manufactures' specifications anddoes not contaminate natural water and grounld.

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4) Except where determined otherwise by the Engineer, all workactivities should be implemented in daytime hours.

For the recruitment of labor force priority, for the sameavailability of the tasks and skills, is given to local workers.Amongst the local labor force, priority is given to thoseaffected by the works.

9) Land clearing activity is carried out in the areas strictly necessary tothe works.

10) Replanting of trees and bushes shall follow these directives:

(a) Replacement of the same species as removed wheneverpossible is required,

(b) In the case of slow growing species, three years old or moreplants should be replanted, except in the case of species whichwould not be able to recreate the original lines or suLfficientsoil protection condition for a very long time. Otherw\;ise,medium to fast-growing species should be utilized,

(c) Native species are preferable to exotic plants,

(d) In the case of replanting shrubs, the selection of the speciesshould privilege specimens which can provide food andshelter for animals,

(e) Species whose root system do not affect road stability andwhich do not require high maintenance cost, are preferable.

(t) Regular maintenance of replanted vegetal species is required.

(g) Plants which have died after being planted must be replaced.

11) The surface areas producing a significant amount of dust in theatmosphere because of the works must be are regularly watered.

12) Damage or disturbance to public utilities such as telephonenetwork, electricity, gas, water lines, irrigation facilities, oil pipes.sewer lines, drainage pipes, etc., are prevented by obtaining andusing information about the presence and location of existingutilities, particularly for those lying under the ground.

13) The Contractor shall be responsible for the care and protectioni ofany still serviceable underground piping, cables, conduit or othersubsurface lines that may be encountered and for repairing aiivdamage caused to them by these operations.

14) Fuel spill and releases of polluting wvastes deriving from the wvorksare prevented.

(a) Any used oils are to be stored in elevated tanks located onconcrete bases surrounded by walls sufficiently high tocontain liquids in case of break or accidental spill.

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15) The use of appropriate construction system to reduce noise andvibration during civil works must be implemented.

3.10 Earthworks1) Safety of Excavation Work: The Contractor shall bear Full

responsibility for ensuring the safety of workmen carrying outexcavation work and of general public.

3.11 Maintenance of Adjacent Roads and Bridges

A. General: To ensure that during the performance of the Works allexisting roads and bridges either adjacent to or leading to the site ofthe works that are traversed by the Contractor's construction plantand equipment are kept open for traffic and are maintained in a safeand usable condition. In certain circumstances existing structuresmay need to be strengthened and temporary bridges andembankments may need to be constructed during the ConstructionPeriod to facilitate the transportation of the Contractor's Plant andequipment, to and from the site of works.

B. Maintenance of Adjacent Road and Bridges Used by theContractor

Existing public roads and bridges adjacent to the project which are

use by the Contractor in the course of his transport and haulage

operations in performing the Works, including existing brid-es

strengthened by the Contractor, temporary bridges constructecd by

the Contractor and quarry access roads subjected to adclitional

heavy loading as a result of the Contractor's activity, shall be fillv

maintained by the Contractor at his own expense throughout the

duration of the Works and shall be left in a conidition of

serviceability and quality such is no worse than before the

Contractor's operation were commenced.

C. Maintenance for Traffic Safety(a) Existing Temporary Road Works and Traffic Control: All

temporary road works and traffic control installations provided bythe Contractor on adjacent or feeder roads to the site of works shallat all times during the Contract Period be maintained in a safe andserviceable condition to the requirements and satisfaction of theEngineer, to ensure the safety of other traffic and of the publiC.

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