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PEOPLE'S COMMITIEE OF CA MAU CITY PROJECT PREPARATION UNIT OF CA MAU CITY URBAN UPGRADING MEKONG DELtA REGION URBAN UPGRADING PROJECT (MDR-UUP) Ca Mall City Subproject DECEMBER, 2011 2011 Public Disclosure Authorized Public Disclosure Authorized Public Disclosure Authorized Public Disclosure Authorized Public Disclosure Authorized Public Disclosure Authorized Public Disclosure Authorized Public Disclosure Authorized

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PEOPLE'S COMMITIEE OF CA MAU CITY PROJECT PREPARATION UNIT OF CA MAU CITY URBAN UPGRADING

MEKONG DELtA REGION URBAN UPGRADING PROJECT (MDR-UUP)

Ca Mall City Subproject

DECEMBER, 2011

2011

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Typewritten Text
E2934 v5

PEOPLE'S COMMITTEE OF CA MAUCITY

PROJECT PREPARATION UNIT OF CA MAU CITY URBAN UPGRAJ)ING

," MEKONG DELTA REGION

URBAN UPGRADING PROJECT (MDR-UUP)

CA MAU CITY SUB-PROJECT

SUMMARY OF ENVIRONMENTAL IMPACTS ASSESSMENT AND

ENVIRONMENTAL - -- - , . .. . . -.-. - - _. ~ -- -- -

MANAGEMENT PLAN

PROJECT OWNER

PEOPLE'S COMMITTEE OF CAMAUCITY

CONSULTANT ~

THIKECO INVESTMENT CONSULTANCY FOR DEVELOPMENT

AND CONSTRUCTION J.S CO.

HOANG LU'C

CONTENTS

INTRODUCTION ........................................•................................................................................ 3 Background ..................................................................................................................................... 3

Basis of law, legislation and regulation .......................................................................................... 3

1. PROJECT DESCRIPTION ..................................................................................................... 6

2. BASELINE CONDITIONS ...................................................................................................... 8

2.1. Geography and natural conditions ........................................................................................... 8

2.2. Environmental Baseline ........................................................................................................... 8

2.3. Economic and social conditions ............................................................................................... 8

2.4. Urban infrastructure and services ............................................................................................ 8

3. SUMMARY OF ASSESSMENT OF NEGATIVE IMPACTS ......................................... ~ ••• 9 3.1. General Impacts ....................................................................................................................... 9

3.2. Site - specific impacts assessment ......................................................................................... 17'

3.3. Socio-economic Impacts ........................................................................................................ 23

3.4. Potential Impacts on Physical Cultural Resources (PCR) ..................................................... 24

3.5. Cumulative Impacts ...... , ......................................................................................... , .............. 25

4. MITIGATION MEASURE .................................................................................................... 25 5. MANAGEMENT AND MONITORING PROGRAM ........................................................ 27 5.1. Environmental management "program ........... ; ........................ "; ... " .. ;;;;;;.,; •. " •. ".".;;.".";" .. ";;;;;;;;.;;;.;;;; .... "; 28-

5.2. Environment Monitoring Program ......................................................................................... 33

5.3. Role and Responsibilities for EMP Implementation ............................................................. 43

5.4. Capacity Building Program .................................................................................................... 48

5.5. Estimated EMP Cost .............................................................................................................. 51

ANNEX 1: Environmental Codes of Practice (ECOPs) for Urban Construction Projects ........... 53

ANNEX 2: Guidelines for the Preparation of a Dredged Materials Management Plan (DMMP) for Contaminated Sludge .............................................................................................. 64

LIST OF TABLES

Table 1: Compliance with world bank safeguards policies ........................................... 3 Table 2. Project Description ........................................................................................... 6 Table 3. Levels of Potential Negative Impacts of the Ca Mau subproject.. ................. 11 Table 4. Pollution Load in Untreated Domestic Wastewater of some LIA ................. 17 Table 5. Concentration of pollutants in wastewater of households after septic tanle .. 18 Table 6. Parameters of Discharging Sources and Receiving Sources .......................... 19 Table 7. Vulnerable facilities affected by the Ca Mau City subproject.. ..................... 24 Table 8. Site Specific Impacts and Mitigation Measures ............................................. 28 Table 9. Scope of environmental monitoring during construction ............................. 34 Table 10. Estimated number for soil, water, and air sampling and analysis for

environmental monitoring ..................................................................................... 40 Table 11. Estimated cost for samples collection and analysis .................................... 41 Table 12. Basic cost for chemical analyses (Exchange rate: 1 USD = 21,000 VND) 4t Table 13. Roles and responsibilities of key parties (referring to above figure) ........... 44 Table 14. Training Program for Capacity Building in Environmental Supervision and

Management .......................................................................................................... 50 Table 15. Estimated Cost for EMP implementation during the project implementation

............................................................................................................................... 51

LIST OF FIGURES

Figure 1. General Layout of Subproject.. ....................................................................... 5 Figure 2. Chance-fmds procedure to follow in case of archeological artifacts found

during the project construction ............................................................................ 32 Figure 3. Organization Diagram for the EMP Implementation ................................... 43

2

INTRODUCTION

Background

This EMP identifies mitigation actions to be carried out under the subproject including the environmental monitoring program and the implementation arrangements, taking into account the need to comply with the Government's EIA regulations, the World Bank's Safeguard Policies and requirements, including the World Bank Environmental, Health, and Safety Guidelines.

The EMP presents a summary of the Ca Mau city project description and brief baseline information of the city, and a summary of the key environmental impacts. The actual EMP actions are based on the assessment of potential negative impacts, as summarized below, and the identification of actions to mitigate these impacts. Implementation management actions, capacity building, and environmental monitoring measures are part of the EMP.

Basis of law, legislation and regulation

The project is required to comply with the prevailing environmental laws in Vietnam, which include the Law on environmental protection No. 52120051QH11 dated 29/1112005, Decrees,

. Circulars, Decisions, standards and regulations of Vietnam on Environment; Circular No. 26/2011ITT-BTNMT dated 18/0412011 of the Minister of Natural Resources and Environment on guidelines for preparation of strategic EIA reports; and Vietnamese standards and regulations. The project must also comply . with the triggered.safeguard.policies. . of the World Bank, as summarized in Table 1 below. Very small areas of natural habitats (secondary urban forests and watercourses) are affected by the project but as these impacts are minor they do not trigger the Natural Habitats policy of the Bank (OP 4.04).

Table 1: Compliance with world bank safeguards policies

Safeguard Policy Compliance Actions

Environmental • A detailed EIA including an Environment Management Plan Assessment (EMP) has been prepared for each project city. Summary EIA and (OPIBP 4.01) EMP reports for each city and a Consolidated EIA Report have also

been prepared for and submitted to the WB. • Social Assessments have been conducted for the six cities; social

impacts were also considered in the EIAs. Physical and • Environmental screening conducted in the six cities included Cultural Resources screening for Physical Cultural Resources (PCR); no PCR are (OPIBP 4.11) expected to be found in project areas.

• Chance finds procedures for archaeological artifacts found during construction have been prepared and will be included in bidding documents and construction contracts.

• 115 graves will need to be relocated in the Ca Mau Subproject; full compensation will be provided to the affected families.

Involuntary • City-specific Resettlement Plans (RPs) have been prepared for each Resettlement city. (OPIBP 4.12) I Indigenous • Ethnic Khmer minority commwlities live in some project LIAs. Peoples (OPIBP One Ethnic Minorities Development Plan (EMDPs) have been 4.10) prepared for the Ca Mau subproject where these Khmer

'_. ~-~.~-

3

Safeguard Policy I Compliance Actions

communities live. Public • Intensive, culturally-sensitive consultations were carried out in all consultation and communities in the project areas of the six cities, including with disclosure ethnic minority groups in relevant cities. The key comments and

project responses are reported in the EIA and in the EMDP. Government agencies and NGOs were also consulted in public meetings or have sent their written opinion as required by the Government's environmental regulations. The final draft of the EIA and RP for the Tra Vinh City and the EMDP were disclosed prior to project appraisal. I

4

BAN DO TONG Tat eVA ruu DVAN CENERAL LAYOUT OF SUBPROJECT

Figure 1. General Layout of Subproject

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5

1. PROJECT DESCRIPTION

Summary of project description is presented in Table 2.

1.1 Upgrading Phase 1 In LIA 1,2,3,4, and 8: Extend alley width to 2 m up to 7 m; and widening and 2 for a total length of 31.5 km. Upgrade alleys with cement of alleys in mortar 10cm thick pavement and asphalt concrete pavement to LIAs level of + 1.5 m.

1.2 Installation Phase 1 In remaining 13 LIAs: install diameter D400 -D800 PVC of drainage and 2 pipes along alley centers, collecting waste water from system households through D160 PVC pipes. The drainage system-

directly discharges to adjacent canals of Ganh Hao, Rach Rap, _ Xang channel Ca Mau - Bac Lieu. Total length of drainage

is 31 12m. 1.3 Installation Phase 1 Replacement and installation of new water supply lines with

of water and 2 connection to the main supply pipe. Total length of water lines supply installed: 31,296m with diameter D60 - DIIO HDPE pipes. system Water supply line is connected to the fire hydrants located in

at 150m intervals. 1.4 Improvement Relocate and construct new power poles and-cabtes-overa-total- -.. ~

of public and 2 linear alignment of 31 ,485m. Install electricity meters in lighting and households. electrical distribution network

1.5 Upgrading Phase 1 Rehabilitation, upgrading and new construction of7 schools and and 2 (including 4 kindergartens, and 3 primary and secondary construction schools) with flood protection level requirements of +1.5 m, of new and addition of drainage and greenery.

, schools 1.6 Construction Phase 2 Construction of3 new markets (96-208 stalls) in the LIA 9,10,

of new 12, 16 to replace existing unofficial markets. Supporting market areas market infrastructure to be constructed includes: (i) a

centralized waste disposal facility, (ii) drainage system, and 4 new boat for market access.

1.7 Construction Phase 1 Construction of 10 community halls in LIAs: 1,2,3,5, 11, 12, of and 2 14; each with a floor size of 200m2, with accessories offences community / gates, drainage, and landscaping. houses

1.8 Upgrading a Phase 2 Upgrading and rehabilitation of a health care clinic in LIA 9, health care including installation of waste incinerator with capacity 5 kglh, clinic and fences/ and

1.9 Parks and Phase 1 Construction of small scale public parks, green areas, public greenery and 2 event areas, and small drainage canals in LIA 1,2,3,4,8,9, space 10, 16.

1.10 Construction Phase 1 Construction of 14 solid waste collection and transfer stations of solid and 2 in LIA 1,2,3,4,5,8,9, 10, 16; with an area of 80-150 waste fence and station and

6

2.1 Canal Phase 2 embankment improvement

2.2 Upgrading of Phase 2 roads with water supply, drainage, electricity and public lighting

2.3 Construction Phase 1 ofTinh Doi road and infrastructure

2;4-

3.1 Construction Phase 1 of central and 2 resettlement area in ward

:4 3.2 Project onsite Phase 1

resettlement and 2 area

Construction of canal embankments including walkways, sewers (PVC waste water sewer pipes with dimension DIlO-D220 separate from surface water drainage with dimension D400 - DI200), planting greenery along improved embankments. Located in LIAs 17 18. The improved canal includes: (i) Rach Rap canals (547 m), (ii) Truong Phung Xuan road and channel (736 m), (iii) Road -canal No.1 (1,068 m), (iv) Sang Bac Lieu canal (447m), (v) Ganh Hao canal (430 m), (vi) Phan Boi Chau canal and road (1,033 m). Total length of upgraded connecting roads is 5,124 m, section with embankment about 3,147 m of which 1,033 m . long is reinforced concrete embankment; length of the piled embankment is 114m. Construction of main traffic route connecting LIA 9 and ward 8. Road length is 863.8 m, with 12 m width. Existing drain canal along route will be leveled, replaced with sewer lines.

connects from the-east fence of the (linked to provincial road in component 2.2) to intersection of road No.5 to LIA 10. Road length is 800 m and the road width is 7 m and the pavement at LIA lOis 5.5 m width.

Resettlement area is 13,45 ha for 715households with average area of 80m2lhousehold. Support infrastructures include: construction of housing units, kindergarten, primary school, health care station, community center, market and solid waste transfer stations. Project onsite resettlement area is undertaken at 11 LIAs (LIA 1,2,3,4,8,9, 10, 11, 12, 14, and 16). Project will purchase 25% of existing land in each LIA. Support infrastructure includes: water supply and drainage, lighting and connection to infrastructure.

7

-.----~-

2. BASELINE CONDITIONS

2.1. Geography and natural conditions.

Ca Mau province is located next to Kien Giang province on the north (63 km), Bac Lieu province on the east (75 km) and EastSea on the east and south east, and Gulf of on the west. Ca Mau city is located on the eastern side of Ca Mau province, 394 km from HCMe. The NUUP - MDR will be implemented in 8 wards of Ca Mau city including Wards No.1, 2, 4, 5,6,7,8,9 and Tac Van commune.

The terrain of Ca Mau city is mostly flat with an average elevation of 1.3 m. Ca Mau city climate conditions are characterized by stable tropical monsoon, divided to two distinct seasons: rainy season which prevails from May to November, and dry season which prevails from November to April.

Ca Mau city is situated at the confluence of rivers flowing to the East and WestSeas. The GanhHaoRiver flowing to the EastSea is the largest river in Ca Mau city. The Tac ThuRiver flows to the WestSea. Major canals include the Ca Mau - Bac Lieu canal, the Quan Lo-Phung Hiep canal, and the Rach Rap canal. .

There are several large-sized lakes in the city, playing a significant role in regulating water during heavy rain events. The city's rivers and dmals are significantly affected by tidal regimes of the EastSea connected through the GanhHaoRiver.

--.---- 2.2. Environmental Baseline

Ambient air quality in the subproject area mostly complies with national standards. However in a few locations, dust and S02 concentrations exceed the standards by 1.1 - 1.5 times. This non-compliance is mainly due to local high traffic travel in the area.

The results of surface water sampling in the subproject area indicate that COD and BODS concentrations are above allowable standards, while DO concentrations are below allowable levels. This shows that surfaces are being polluted by uncontrolled wastewater and solid waste discharges from households and other practices in the area. Sampling indicated that ground water quality is generally in good condition.

Sampling analysis shows that, sludge from canals is not contaminated with heavy metals and can be applied to agriculture lands.

2.3. Economic and social conditions

The city population is estimated at 221,926 (2010) with density of 145 persons per km2. The annual population growth rate is 1.26%. Seasonal and part time employment in the subproject area is about 37%. Employment consists mainly of small retailing businesses and family business. In the low income areas of the subproject, residents' living standard are among lowest of the city with average income of around 898,000 VND/month and poverty rate of 17.6%. The total population in the subproject area is 24,578 corresponding to 5,237 households.

There are 11 ethnic groups in the city. The Kinh ethnic group constitutes the majority with 95%, while the Hoa is 3.38%, and Khmer 1.32%.

2.4. Urban infrastructure and services

8

The Ca Mau city transport system is relatively developed comprised of national highways, inter-city transport, with road and waterway routes. The city urban road network has been improved and upgraded recently to meet requirements of Urban Class-II city. However, the developed urban roads are mainly concentrated in the city center.

The city water supply comes from extracting ground water. The water quality is in compliance with national standards. The existing system capacity meets 80% of water demand of urban area and 50% demand of suburban area.

The city water supply network was developed to supply water to households in all primary alleys. However, the pipe system is narrow, degraded and cannot provide enough water for domestic demand. Water meters have not been installed for 20% of household numbers. Some households have to use clean water obtained from neighbors. Clean water is not supplied to some areas, e.g. LIAs in Ward 6, Ward 7 and Tac Van commune. Households in these areas, about 17%, depend on well water.

The city drainage system is a combined system channeling both surface draining and rainwater runoff and sewage. Domestic wastewater from some households is preliminarily treated in septic tanks prior discharging to the drainage system or discharged directly to canals and lakes in the city.

In the subproject area, more than 50% of the households have no connection to the city drainage system. Regarding to residential areas located close to river and canal banks, there is not any connection from household to drainage system of city and these dwellings usually discharge their wastes directly into-the rivers and canals.- -Also,--inrainy-seasons, 34-85% -c---- - --- ------­

subproject area is flooded by 30 - 50 cm water depth within Y2 day.

The city URENCO is in charge of solid waste collection, transportation and treatment. Total amount of waste transferred to the city landfill is estimated at 109 tons/day, about 70% of total waste generated. The 59.86 ha landfill is located in An Xuyen ward and is equipped with a wastewater treatment system.

3. SUMMARY OF ASSESSMENT OF NEGATIVE IMPACTS

When the project is completed, the overall impact will be positive. Nevertheless, the project will cause some negative impacts on the local environment a..'1d the local popUlation. Therefore, effective implementation of mitigation measures will be necessary.

The potential negative impacts on the physical, biological, and socio-economic environments are identified using the checklist method, including assessment of the levels of impacts during the preconstruction, construction, and operation phases. Potential negative cumulative social impacts on physical cultural resources (PCR) have been identified separately.

3.1. General Impacts

Based on the analysis of baseline data, field visits, and discussion with key officials and stakeholders, the potential negative impacts on the physical, biological, and socio-economic environment caused by the project have been identified. Table 3 summarizes the potential impacts by the project subcomponents. The level of impacts are assigned as follows: None (N) -no impact; Low (L) - Small works, minor impacts, localized, reversible, temporary; Medium (M) -Small works in urban/sensitive areas, medium scale works with moderate impacts of which most are reversible, reducible and manageable, localized, temporary; High (H) -Medium scale works in small urban Isensitive area, large scale works with significant impacts (socially and/or environmentally) of which some are irreversible and require compensation. The

9

residual impacts of the project, after implementation of mitigation measures discussed in the EMP, are expected to be mostly negligible.

In general, the project activities to be carried out under Component 1 (Tertiary Infrastructure, Upgrading in Low Income Areas), Component 2 (Primary and Secondary Infrastructure Upgrading), and Component 3 (Resettlement Sites) will involve small andlor medium scale civil works. Most of the potential negative impacts are reversible, temporary, and localized and can be mitigated. Mitigation will require the application of good engineering and construction management practices with close supervision and monitoring of contractor performance and consultation with local communities.

10

Tablc 3. Levels of Potential Negative Impacts of the ea Mau subproject

~ - -

Components P!tysical Biological Socio Others Air, Land, Solid Forest, Fish, Land Indigen Physi})a i'-'ivelih Local Off- Remarks

noise, soil, waste, lnatural Flquatic acquisiti ous I ood, flood, site vibratio water Sludge pabitat life on, peoples cultural comm traffic, impact

n s esettlem resoutc unity safety s I

ent es, disturb : ance !

-~

Component 1: Tertiary infrastructure upgrading in Low Income Areas (LI~s) (US$5.671 million) - Construction and investment in 18 LIAs, including improvement and widening of alleys, water supply lines, dtainage systems, power supply and street lighting, solid waste collection and treatment system, social infrastructures, e.g. primary school and kindergarten, health facilities, public recreation facilities, among others; ,

-~

Pre-const. L M L L N H N L M L L Small-scale impacts are Construction M M M L N N N L M M M best addressed through ,

ECOPs - Issues may include local flooding; disturbance to , residents (small roads, densely populated,), increased traffic.

Operation M L L N N N N N M L L - Wastewater from LIA9, , LIAIO, LIA12 and LIA16 ,

will not be treated. Total estimated wastewater

I volume not treated is about

l 358 m3/day discharging directly to various points of Ganh Hao river, Bac Lieu canal, Phung Hiep canal

i and Rach RaE canal. I

Component 2: Primary and Secondary Infrastructure Upgrading (US$2.54 n;tillion) ~.-... --.-... --

11

Subcomponent 2.1: Rach Rap road upgrading and improvement- Rach Rap Road will be upgraded and improved, covering 547 m long, 3.5 m wide asphalt concrete. The water supply pipe is installed under 0.:7 m comparing to the completed sidewalk elevation the sidewalk. The pipe shall be under 0.7 m comparing to the completed sidewalk elevation and PVC 0160 pipes are used. The drainage I

system is D600 - D800 brick canal along Rach Rap Road on LIA9 side. I r - . L L - Small-scale impacts are Pre-canst. L M L N N H N L M

-

Construction H L H N M M N L ,

L H M best addressed through ECOPs - Issues are populated areas with limited road access; local flooding; off site impacts; disturbance to residents, increased traffic .

. -

Operation M L N N N N N N L M L -Subcomponent 2.2: Truong Phung Xuan road upgrading and improvement - Truong Phung Xuan Road will be upgraded and , improved, covering 736 m long, 2x3.5 m wide asphalt concrete, 7.5m wide sidewalk. The water supply pipe is installed under 0.7 m comparing to the completed sidewalk elevation the sidewalk and PVC 0100 and:PVC 0150 pipes are used. The drainage system is D600 brick canal along Truong Phung Xuan Road on LIA9 side. The erosion-proo/embankment covers 736 m long, using pre-stressed RC revetment pipe, 8 m lonl{ and concrete pipe 30 x 30, L = 24 m.

, - .- ;

Pre-canst. L M L N N H N L M L L - Small-scale impacts are Construction H L H N M M N L L H M best addressed through

i , ECOPs - Issues are populated areas with limited road access; local flooding; off site impacts; disturbance to residents, increased traffic.]

Qperation M L N N N N N N L M L Subcomponent 2.3: Road No.1 upgrading and improvement - Road No.1 will be upgraded and improved with total length of 1,068 m, 2x2 III wide asphalt concrete pavement, 10.5m wide sidewalk. The water supply pipe is installed under 0.7 m comparing to the completed sidewalk elevation and PVC 0100 pipe is used. The drainage system is 0800 -! 1000 RC culvert along Road No. 1 on LIA 10 sidewalk. Erosion- roo embankment ofea Mau - Bac Lieu canal cOll.ers 1,068 m lon& using 6 m deel revetment p.iEe Pre-const. L I M I L I N I N I HI N I L :. I M L I L I - Small-scale impacts are

12

'COnstruction I H I L I H I N I M I M I N I L I L I H I M I best addressed through I

L

ECOPs - Issues are populated areas with limited road access; local flooding; off site impacts; disturbance to residents, increased traffic.

~peration I MIL IN I N ··-1 N 1 N I N I NIL I M Subcomponent 2.4: Ca Mau - Bac Lieu Road upgrading and improvement - Ca Mau - Bac Lieu road is expanded and upgraded with total length of 447 m, 2x2.5 m wide asphalt concrete pavement, 4 m sidewalk. The water supply pipe is installed under 0.7 m comparing to the completed sidewalk elevation and PVC @1l4 pipe is used. The drainage system is B400 brick canal along Ca Mau­Bac Lieu Road on LIA 12 side. The erosion-proof embankment of Ca Mau - Bac Lieu canal covers 310 m long, using 8 m long pre-stressed RC revetment and 3Ox30, 24 m Ion RC ile. .

Pre-const. L M L N I NIH I NIL I MIL I L ! - Small-scale impacts are Construction H L H N M M N L L H M best addressed through

ECOPs - Issues are populated areas with limited road access; local flooding; off site impacts; disturbance to

~ation I MIL I N IN IN I N I N I NIL . I MIL I residents, increased traffic. I Subcomponent 2.5: Ganh Hao Road- Ganh Hao road is expanded and upgraded with total length of 430 m, 2.5m wide asphalt concrete pavement, and 2.5m sidewalk.The water supply pipe is installed under 0.7 m comparing to the completed sidewalk elevation and PVC @114 i e is used. The draina e system is B400 brick canal alon Ganh Hao Road on LIA12 side. Pre-const. L M L N N H N L M L Constmction H L H N M M N L L H

L M

- Small-scale impacts are best addressed through ECOPs - Issues are populated areas with limited road access; local flooding; off site

I impacts; disturbance to

13

--- -

! residents, increased traffic. ----- --- -

Operation M L N N N N N N L M L Subcomponent 2.6: Phan Boi Chau Road upgrading and improvement-Phan Boi Chau Road will be upgraded and expanded, covering 1,033 m long, 2x3.5mm wide asphalt concrete pavement, and 5-7.5 m w,ide sidewalk. The water supply pipe is installed under 0.7 m comparing to the completed sidewalk elevation and using D200 HDPE pipe. The drainage system'is D500 round RC culvert along Phan Boi Chau Road. The erosion-proof embankment of Ca Mau - Bac Lieu cana~ covers 1: 033 m long, using 8 m long pre-stressed RC revetment and 30x30, 24 m long RC pile.

---

• Bang 1. L M L N N H N L i M L L - Small-scale impacts are

H L H N M M N L ! L H M best addressed through i ECOPs

- Issues are populated areas with limited road access; local flooding; off site

; impacts; disturbance to

-- _residents, increased traffic. M L N N N N N N L M L

Subcomponent 2.7: Hai Thuong Lan Ong Road upgrading and improvemeJ;1t- Hai Thuong Lan Ong road is expanded and upgraded with total length of 800 m, 7m wide asphalt pavement, 6 m wide sidewalk on L1rt10 side. The water supply pipe is installed under 0.7 m comparing to the completed sidewalk elevation and using PVC 0150 pipe. The drainage system is 01200 RC culvert along Hai Thuong Lan Ong Road _ : _ I

-- --- '- -- ---Pre-const. L M L N N H N L M L L - Small-scale impacts are Construction H L H N M M N L. L H M- best addressed through

ECOPs Operation M L N N N N N N

1 L M L 1

Subcomponent 2.8: Tinh Doi Road Development- Tinh Doi road will be built up with total length of 863.8 m, 2x6-12 m wide asphalt 1

pavement, 2x6.5msidewalk. The water supply pipe is installed under 0.7 m comparing to the completed sidewalk elevation and using PVC D110 pipe. The draina e system is D800 round RC cul.::!!!!{along Tinh Doi Road I Pre-const. L M L N N H N L: M L L - Small-scale impacts are Construction H L H N N M N L i L H M best addressed through i

ECOPs - Dredged organic materialsfrom Tinh Doi

- -

14

-~

canal is about 4,319m3, with no heavy metal

, contamination. Proper I

management measure shall be considered to avoid

! impact on local landscape and sanitation conditions.

Operation M L N N N N N N L M L Component 3: Resettlement Site Construction (US$2.68 million) - Constrlfction of Focal resettlement site(4.87ha), including site leveling, road networks, water supply and drainage systems, power supply, stre;et lighting, and school, Healthcare center, Cultural and sport center, Market, Solid waste transit yard. Construction of Focal resettlement site (3. 22ha). The in-situ resettlement lots are purchased from households in LIAs 1, 2, 3, 4, 8, 9, 10, 11, 12, 14, and 16 to develop in-situ resettlement sites for the displaced households of the p!oject. i

~~--~-

Pre-const. L M L L L H N L L L L - 02 primary roads Lam - -

Construction H M M L L N N L ,

M M M Thanh Mau Road and Quan Lo Phung Hiep road. - The terrain of the project area is relatively low,

I comprising various sunken ponds. The average elevation is 1.0 m. The drainage system is not developed. The elevation will be increased to + 1.5

I m, which may cause inundation in neighboring areas

Operation L L M N N N N N L L L - Total displaced household I number is 912. The

expected population of the resettlement site is 3,500. The estimated wastewater

15

--,_u. I volume is 336 m3/day

(assumed average 96 liters wastewater/person! day). Domestic solid waste volume is estimated at 1,050 - 1,750 kgldtly

Notes: (1) The following criteria are used for the assessment of level of impacts: None (N) - no impact; Low (L) - Small works, minor impacts, localized, reversible, temporary; Medium (M) -Small works in urban/sensitive areas, medium scale works with moderate impacts of which most are reversible, reducible and manageable, localized, temporary; High (H) - Medium scale works in small urban /sensitive . areas, large scale works with significant impacts (socially andlor environmentally) of which many are irreversible and require compensation; Both M and H need monitoring and implementation of the mitigation measures as well as adequate institutional capacity on safeguard. (2) For small and medium scale works, most impacts are localized, temporary" and can be mitigated through the application of good engineering and construction management practices and with close supervision and monitoring, and close consultation with local communities. i

i

! ..

16

3.2. Site - specific impacts assessment

3.2.1. Component 1

1). Impact on Traffic in Alleys

Survey data indicate that over 80% of alleys in LlAsare less than 2.0 m wide, while the remainders of alleys are 2-3 m wide. 30 % of the alleys are unpaved and degraded. The existing alleys are narrow, therefore upgrading activities will affect traffic conditions in alleysas follows:

- Blockage of alley pavement, obstructing local access to households. - Drainage culvert installation and construction will generate 3-5 m3 soil volume per day. Excavation may disrupt alley surfaces, affecting local access. - Waste collection workers may not be able to collect solid waste due to construction activities. - Domestic wastes may be temporarily dumped on the construction site or on the excavated material storage yard.

2). Pollution of Domestic Wastewater from LIAs

The drainage system will be upgraded together with road infrastructure improvement. Domestic wastewater from hOliseholdseptic taiiks will De-collected mid dischatgedlo-­the combined drainage culvert system. Drainage and sewage system upgrading will help to solve flooding and environmental sanitation issues in the LIAs. However, quality of surface water sources in Ca Mau city may be negatively impacted unless proper wastewater treatment measures are undertaken, since untreated domestic wastewaters contain organic and diseases causing pollutants.

Ca Mau city is preparing to implement the project titled "Upgrading and Development of the Wastewater Drainage and Treatment System", Phase 1. The project area covers Ward 1, Ward 2, Ward 4, Ward 5, Ward 6, and Ward 9. Wastewater from LlA9, LlAIO, LlAl2 and LlAl6 will not be collected for treatment in Phase 1. Wastewater of these LIAs will be collected and discharged to the common drainage canal for subsequent discharge to the GarthHaoRiver, Rach Rap canal, Ca Mau - Bac Lieu canal and T ac Van ri ver.

Total estimated wastewater volume that will not be treated is about 358 m3/day.

Table 4. Pollution Load in Untreated Domestic Wastewater of some LIA

17

Table 5.Concentration of pollutants in wastewater of households after septic tank

The calculation shows the concentrations of pollutants in wastewater of resettlement areas are higher than the allowable limits of QCVN 14: 20087B1NMT-Class B also exceeds wastewater quality -6IlIieWorld -Batik . Environmental, Health and Safety Guidelines.

Analysis results of water quality of Rach Rap canal, Ganh Hao River, Ca Mau­Bac Lieu and Tac Van River show that the water is polluted by organic substances. Aquaculture is not developed in these areas. Water sources are used for waterway transport and other purposes those require low quality. The outlet areas are not located in the intake culverts of the city water plants.

The assessmen result of capacity of the above rivers and canals for LIAs' domestic wastewater receiving based on guideline in Circular No. 02/20091TT­BTNMT shows that the wastewater receiving capacity of Rach Rap canal, Tac Van River, Ganh Hao River and Ca Mau - Bac Lieu canal was saturated.

Table 6. P t fDisch S dR S . i

- - ---Discharging source (Qt) Receiving source (Qs)

LIA9 LIA 10+12 LIA 16 GanhHao

CM-BL canal RachRap Tac Van River

River canal Flow rate (mj Is) 0.0023 0.0021 0.0012 , 80 48 21 56 BODsmg/l 68 68 68 J 28 32 14 15 -CODmg/l 109 109 109 ! 50 58 25 27 TSSmg/l 183 183 183 [13 5 9 6 Estimation of Receiving Capacity o/Water Bodies in tile Project Area (QCVN O~:2008IBTNMT) Maximum pollutant load that the water source could receive (kg/day): Ltd (kg/day)= (Qs+Qt)*Ctc*86.4

Ganh Hao River CM-BL canal : Rach Rap canal Tac Van River BODs 103,683.0 62,210.7 , 27,217.0 72,577.3

COD 207,366.0 124,421.5 I 54,434.0 145,154.6 TSS 345,610.0 207,369.2 90,723.4 241,924.4

Existing pollutant load in the receiving sources: Ln (kg/day)= Qs*Cs*86.4 Ganh Hao River Xang CM-BL canal Rach Rap canal Tac Van River

BODs 220,147.2 116,121.6 50,803.2 135,475.2 COD 393,120.0 207,360.0 90,720.0 241,920.0 TSS 102,211.2 53,913.6 23,587.2 62,899.2

Pollutant load of the discharging source: Lt = Qt*Ct*86.4 '- LIA 9 (discharged volume to

LIA9 LIA 10+12 , Rach Rap canal)

LIA 16

BODs 6.4 5.9 2.1 2.8 COD 13.6 12.4 i 4.6 6.0 TSS 16 14.6 , 5.4 7.0

Pollutant load receiving capacity of the water body: Ltn (kg/day) = (Ltd - Ln ~Lt) *Fs. ;Fs = 0.4 Ganh Hao River CM-BL canal i Rach Rap canal Tac Van River

BODs -40,782.2 -21,566.7 I -9,4353 -----_. --.--.. -.-. _.--25,160.3

19

COD -62,694.9 ·33,180.4 -14,516.2 -38,708.5 TSS 11§-,Z06}_ ~ ________ 61,376.4 2()~8~~~3_ 71,607.3 Estimation of Receiving Capacity of Water Bodies in tile Project Area (wastewater quality of the World Bank Environmental, Health and -_.- _.- -- --~ ----~-- _._, Maximum pollutant load that the water source could receive (kg/day): Ltd (kg/day)= (Qs+Qt)*Ctc*86.4

Ganh Hao River CM-BL canal ' Rach Rap canal Tac Van River BODs 207,364.47 124,421.44 54,433.49 145,155.11 COD 864,018.63 518,422.68 226,806.21 604,812.96 TSS 345,607.45 207,369.07 90,722.48 241,925.18 Pollutant load receiving capacity of the water body: Ltn (kg/day) = (Ltd - Ln :-Lt) *Fs. Fs = 0.4

Ganh Hao River CM-BL canal ! Rach Rap canal Tac Van River BODs -5,115.66 3,317.58 I 1,451.28 3,870.84 COD 188,354.03 124,420.11

, 54,432.64 145,154.78 , ,

TSS 97,35~.1Q ______ 61,376.35 26,851.95 71,607.59 -

_._ ..... _ .. _ ..... _._-----------20

------ ---- --- .

3). Inundation caused by Road Elevation

The existing road elevation is + 1.0 m, and the roads are often inundated. Over 30% households in LIAs 9, 16, and 2 are inundated during the rainy season. Localized flooding occurs due to lack of a proper drainage system. Most existing drainage canals are earth canals that are seriously degraded and have low drainage capacity.

Road elevation is +1.5 m, which is higher than the surrounding area. Therefore, further road formation improvementwill cause inundation in the surrounding areas, especially in the rainy season. The total length of allels which will be upgraded and improved is 29,782 m or the equivalent of 139,705 m . Based on the largest monthly rainfall volume of 429 rom in Ca Mau city, the estimated runoff rainwater volume will be around 2,000 m3/day. Proper attention shall be considered for LIA 1, LIA 2, LIA 4 and LIA 17 where the existing inundation ratio is over 80%.

4). Pollution from Solid Waste Transit Yard

Solid wastes are collected from the households· by hand carts and then collected at solid waste transit yards prior to transporting by waste compactor truck to the city landfill. Temporary solid waste storage may cause the following impacts:

Offensive odor from solid waste degradation in the transit yards. - Leachate from solid waste storage may pollutesurrounding water bodies.

Solid wastes will be transported to An Xuyen landfill daily. The transit yard is, a c1osedroof-covered structure, located near greenery zones, and far from residential houses to minimize offensive odors.

Leachate wastewater from transit yards will be drained to canals around the transit yards and subsequently connected to the local drainage system to minimize local impacts.

3.2.2. Component 2

1). Impact on Traffic

a). Construction Activities on Roads

The project's roads upgrading and improvement activities will impede traffic and access of local people. Moreover, a considerable amount of excavated material and construction materials andwaste will be transported to and from the construction site. The estimated total volume is 99,980 m3

. Inland waterwayswill be utilized to transport materials and wastes to and from construction sites for most activities in Component 2.

Large volumesmaterials and waste transported on waterway routes will significantly increase navigation on theGanhHaoRiver and Ca Mau - Bac Lieu canal. The increased transport will result in traffic congestion and possibility of traffic accident

since this waterway is a key transport route of Ca Mau city. Proper management and traffic control will be implemented.

b). Erosion-proof Embankmentin GanhHaoRiver and Ca Mau - Bae Lieu canal

About 2,079 m length of the erosion-proof embankment will be constructed along GanhHaoRiver and Ca Mau - Bac Lieu canal using RC revetment piles. It is estimated that 2,088 piles will be needed, with average length of 8 m/pile. Bargeswill be used to transport piles; each barge with a capacity of 100 tons (30 mxS.5m). 50 barge trips will be required. Moreover, barges will be utilized to drive pre-stressed RC revetment pile, and this process will temporarily impede traffic on these two navigation channels.

GanhHaoRiver is the class III river route with a minimum 50 mnavigation width, 5 m safety corridor on each side, and 4.7 m navigation clearance. Ca Mau - Bac Lieu canal is a class III canal route, 30 m navigation wide,S m safety corridor on each side and 7 m navigation clearance. These are the two main waterway transport routes of Ca Mau city. Proper construction plans shall be implemented to minimize waterway transport impacts during the construction process.

2). Odor of Dredged Materials

. The "dredged organic materialsvolume is estimated at 4,3I9n?for the Tinh Doi Road development. Offensive odors from the dredgedmaterialsmay affect local communities along the road transporting this waste. The offensive odor results from the formation of inorganic gasses, such as mercaptan and other compounds (organic acid, Phenol and p-cresol). Proper mitigation measures shall be taken to reduce offensive odors.

3.2.3. Component 3

1). Dust Pollution from Land Leveling

About 296,656 m3 of soil and sand will be required for land leveling at the local resettlement site. It is estimated that 57,640 kg of dust will be created during the construction period, which is assumed to be 1 month.

Using rough calculation methods, the average dust concentration can be estimated to be as high as 21.6 mg/m3

• Compared to the dust standard of 0.3 mg/m3 (QCVN 05: 20091BTNMT) and 0.05 mg/m3 (Ambient Air Quality of WB EHS) , the average dust concentration exceeds the standard significantly. This is a worst case dust concentration calculation only and the expected dust concentration will be much lower due to dispersion.

2). Impact on Traffic

Activities of Component 3 will impact local traffic due to transportation of large volumes of construction materials and wastes. The estimated transport volume is 343,1l6m3

, including 296,656m3 sand for land leveling and 46,460m3 construction waste. There are only two primary transportation routes, namely Lam Thanh Mau

Road and Quan Lo Phung Hiep Canal. However, waterway traffic is somewhat restricted due to residential quarters along Quan Lo Phung Hiep canal. It is assumed that 15 ton-capacity truck with 10m3 volume will be utilized to transport materials, requiring an estimated 34,31ltrips. Lam Thanh Mau Road is narrow (3.5 m roadbed and 5x2m sidewalk),therefore construction material transport will affect local traffic, possibly causing traffic congestion. Proper traffic management measures shall be undertaken to minimize impacts.

3). Inundation in Surrounding Zones

The local resettlement site is located at Ring Road 2 social housing zone, Ward 4, Ca Mau city, where terrain is relatively low and comprising some deep ponds. The elevation varies around +1.0 m. A drainage system is not developed in this area. The area will be built up to an elevation of + 1.5 m. The increased elevation may cause local flooding in surrounding lower areas, specifically the residential zones along Quan Lo Phung Hiep canal. Proper drainage measure shall be considered to prevent flooding of local areas.

4). Domestic Wastewater Pollution

912 households, consisting of an estimated at 3,500 persons, will be relocated. The estimated domestie_\Va~te\Vater volume is 336 m3/day based on the av~rage. wastewater volume of 96 liters/day/person.

If domestic wastewater is not treated or received primary treatment in 3~compartment septic tanks, the concentration of pollutants in the domestic wastewater will exceed the limits of regulation QCVN 14:20081BTNMT (Column B, K = 1.0)a1so wastewater quality of the World Bank Environmental, Health and Safety Guidelines. The domestic wastewater contains degradable organic substances, E.Coli bacteria and other pathogens which could pollute the receiving waters unless it is further treated. The receiving water body is the Quan Lo Phung Hiep canal.

5). Domestic Solid Waste

It is estimated that each person will generate 0.3-0.5 kg domestic waste per day. With an estimated population of 3,500, the total domestic waste volwne will be 1,050 to 1,750 kg per day. Proper waste collection and treatment will be undertaken to ensure sanitary conditions in the resettlement site.

3.3. Socio~economic Impacts

Land acquisition and resettlement will involve 8 wards (including Wards No.1, 2, 4, 5,6, 7, 8, 9) and Tac Van commune ofCa Mau city.

Detailed information regarding the nature and scale of the impacts and proposed mitigation measures are provided in the "Resettlement Plan" (RP) report which was prepared separately.

There are no indigenous people affected by the Ca Mau City subproject. Based on the RP, the impacts due to land acquisition and resettlement include the following:

2

3

1). Component 1

- Thearea is 50,249m2including 2,259affected households, and 1,960partially affected households and 229displaced households.

- 48,778 m2 land will be affected including3,771m2 permanent houses, 23,468m2 semi-permanent houses and 21,512m2 temporary houses.

2). Component 2

- Total 796households will be affected, including 420 displaced households;376households will be partially affected.

- 2;676m2 permanent houses, 4,049 m2 semi-permanent houses and 13,923 m2

temporary houses will be affected.

3). Component 3

- 125 households will be affected, including 40 displaced households, covering 136,600m2.

- Affected scale: 276 m2 permanent houses, 2.527 m2 semi-permanent houses, 1048 m2 temporary houses, 134 m fence, 67 m2 yard, and 100 m3 water tank:.

3.4. Potential Impacts on Physical Cultural Resources (PCR)

Vulnerable facilities affected by the ea Mau city subproject are shown in below Table.

Table 7. Vulnerable facilities affected by the Ca Mau City subproject

Education facilities (Hoa My Kindergarten, Ward 1 Primary School, Ward 9 Primary School, Ward 4 Lower Secondary School, Nguyen Van Troi Primary School, Pho Trj Nhan Kindergarten, Tran Hung Dao Primary School, Ca.Mau Medicine College, Nguyen Dinh Chieu Primary School, Ca Mau Pedagogy College, Ca lvfau Technical Economics College, Van Lang Primary

Heath facilities Ward 8 Healthcare Ward 4 HealthcareCenter

5 115 graves

3.5. Cumulative Impacts

- Safety: Upgrading of canal/culvert may result in unsafe localized situations for students and local people, especially during rainy days, periods of material loading, or during religious events at a odalchurches. - Encroaching facility land; - Internment in other locations may be re uired

A project titled "Wastewater Sewage and Treatment System Improvement and Development of Ca Mau city, Phase I" is currently under ODA negotiation and design bidding. The project will invest in the following:

- Development of drainage systems in Zone 1 (Ward 5, 6, 7 and North east zone), Zone 2 (Wards 1,2,4,9), and Zone III (Ward 8 and Ly Van Lam commune). - The wastewater collection system will cover Ward 1, Ward 2, Ward 4, Ward 5, Ward 6, and Ward 9. - The wastewater treatment plant will have a capacity of 8,000m3/day.

The affected zones of the City Drainage and Wastewater Treatment System DeVelopment Phase 1 comprise LIAs 1, LIA 2, LIA 3, LIA 4, LIA 5, LIA 6, LIA 7, LIA 8, LIA 11, LIA 13, LIA 14, LIA 15, LIA 17, LIA 18 and the local resettlement site. The wastewater drainage system of these zones will be connected to the project network in order to transfer all collected wastewater for treatment in the wastewater treatment plant. The estimated wastewater volume of these areas is around 2,700 m3/day. This is a positive accumulated impact.

The ODA project has not yet commenced, as negotiation and design bidding are currently on-going. Timing of implementation is still highly uncertain and will likely not coincide with the implementation of the subproject supported under the MDR­UUP.

Another facility that is considered ancillary aspect of the MDR-UUP subproject is the An Xuyen Landfill, an existing landfill about 59.86 hectares in size. The landfill will accept the dredged materials (4,319 m3, total volume) coming from the dredging of Tinh Doi Canal. Phase 1 of the landfill was reportedly completed between 2008-2011 and phase 2 is to start in 2012 (construction of compo sting plant, leachate treatment system, among others). Due diligence work conducted by the PMU indicated a number of non-compliance to environmental standards and measures such as: (i) the landfill does not meet the requirements for lining; (ii) no embankment of the landfill; (iii) no green buffer zone; (iv) no leachate treatment system, which is planned to be installed under the phase 2; and (v) incomplete access road. All of these structures/facilities are planned to be implemented in the phase 2, which is still securing financing. Timing of implementing phase 2 therefore is highly uncertain.

4. MITIGATION MEASURE

This chapter identifies measures to mitigate the key negative project impacts during construction (which include site clearance, ground leveling, and construction) and operation. Given that most key impacts will occur due to civil works and transportation of construction/waste materials, many of the potential negative impacts on physical, biological, and social environment can usually be mitigated through a set of general measures that are typically applied to construction projects to minimize impacts such as noise, dust, traffic disruption, wastewater generation, etc. As part of the Environmental Management Plan (EMP) for the project these general measures have been transformed into a set of standard environmental specification that will be incorporated into all bidding and contract documents of the project. These measures are referred to as Environmental Codes of Practice (ECOPs), and they will be applied to mitigate typical and general impacts of the project's civil works. The scope and content of the ECOPs are presented below.

ECOPs are a set of actions and measures to mitigate the general negative impacts during construction. They describe typical actions to be taken by contractors, supervised by the construction supervision consultants (CSC) during construction, and monitored by the communities and the Independent Environmental Monitoring Consultant (IEMC). These ECOPs also cover the applicable provisions under Section 4.0 on Construction and Decommissioning of the IFC-World Bank Group Guidelines for Environmental, Health, and Safety . (EHS). The detailed ECOPs will··.be--..... --.------.. -­incorporated into the bidding and contract documents (BD/CD) during the detailed design stage. The scope and content of the ECOPs is limited to construction activities for small and medium-size contract works. The impacts of such works are of limited extent, are temporary and reversible, and can be managed readily with good construction practices.

The ECOP measures identify typical mitigation actions for the following types of impacts:

- Dust generation

Air pollution - Impacts from noise and vibrations - Water pollution - Drainage and sedimentation control - Management of stockpiles, quarries, and borrow pits

Solid waste management - Management of dredged materials - Disruption of vegetative covers and ecological resources - Traffic management

Interruption of utility services - Restoration of affected areas - Workers' and public safety

Communication with local communities - Chance finds of cultural or archeological artifacts

The detailed ECOPs (Annex 1) are cross-referenced to the respective equivalent Vietnamese regulations, standards, and codes of practice.

If impacts require site-specific mitigation measures that are not adequately covered in these generic ECOPs, they must be addressed separately in the EMP. For example, the above ECOPs do not cover impacts from worker camps - assuming they would not generally be needed for small urban works projects - and impacts from large works, such as dams, bridges, tunnels, and major roads. The ECOPs cover small dredging operations; however, operations generating very large amounts, or seriously contaminated, sludge would need to be handled through a separate set of measures outside of the scope of these ECOPs, such as in a dredging and materials management plan (DMMP Annex 2). Social impacts caused by involuntary resettlement or involving ethnic minorities are addressed in other safeguard instruments.

5. MANAGEMENT AND MONITORING PROGRAM

Prepared as a part of the EIA, an Environmental Management Plan (EMP) is a safeguards instrument that is typically used in many projects. It consists of information on, and guidance for, the process of mitigating and managing adverse environmental impacts throughout project implementation. Typically in Vietnam, an EMP comprises a list of typical mitigation measures to be carried out by contractors and others, an environmental monitoring program, capacity building, organizational arrangements and responsibilities, and the estimated cost of EMP implementation and monitoring.

-There is a comprehensive regulatory-frarn:eworkinVietnam related to-EIA-ptepatation~­environmental standards, protection and management of forests and cultural property, and other aspects related to construction and operation of facilities and infrastructures in Vietnam. This EMP in consistent with these regulations.

To facilitate effective implementation of the EMP, the PMU will: (a) Establish an Environment and Social Unit (ESU) responsible for ensuring timely implementation of the EMP, including monitoring, reporting, and capacity building related to safeguards; (b) Assign the Construction Supervision Consultant (CSC) to also be responsible for supervision of the contractor's safeguard performance as part of the construction contract and this requirement will be included in the CSC's terms of reference; and (c) One Independent Environmental Monitoring Consultant (JEMC) is hired by PMU" MOC to assist the ESUs in performing its task.

Ca Mau City Water Supply Company, URENCO, and the Department of Transport will be responsible for implementation of the mitigation measures during the operation stage of the project and they will ensure that the mitigation measures are implemented and adequate budget is provided. The Provincial Steering Committee (PSC) chaired by the Chairman or Vice Chairman of the Provincial People's Committee (PCP) will provide the overall policy guidance and oversight of the project implementation. Roles and responsibilities of the specialized agencies and the Departments of Planning and Investment and Natural Resources and Environment (DONRE) will also be critical.

There are two main parts to this EMP. Firstly, the City will use Urban Construction Environmental Codes of Practice (ECOPs) for urban construction works. Environmental codes of practice (ECOPs) are mitigation measures for generic impacts from project activities during the construction phase; they must be included in the bidding docmnents as requirements directed to the construction contractor. ECOPs are

not a fonnally recognized World Bank safeguards instrument but their use, as part of an EMP, is a convenient and effective way to ensure that the main generic, cominon and typical construction impacts are adequately mitigated during project implementation.

If impacts require site-specific mitigation measures that are not adequately covered in these generic ECOPs, they will be addressed separately in the EMP. These ECOPs also do not cover impacts (i) from worker camps (camps will not be needed for small and medium urban infrastructure projects), (ii) from large works, such as dams, tunnels, large road and bridge projects (which are not part of this project). Social impacts caused by involuntary resettlement or involving ethnic minorities are addressed in other, social safeguard instruments. The ECOPs cover dredging operations producing relatively small amounts of sludge, whilst very large amounts or seriously contaminated sludge would need to be handled through a separate set of procedures outside of the scope of -these ECOPs.

Activities carried out to mitigate impacts due to land acquisition and resettlement is presented in separate safeguard documents (in the RPF and RP); they will be carried out and monitored separately.

Also included in the EMP are related measures, above and beyond actual mitigation measures. This includes the PMUs' EMP program, including capacity building and

.... ~afeguarg training; Md environmeJ;ltalmonitoring.

5.1. Environmental management program

5.1.1. Management of impact on project sites

Table 8presents site-specific impacts and mitigation measures that are not fully addressed through the application of ECOPs. This may be because the impact is not a typical one and is not included in the ECOPs, because the severity of the impact goes beyond the scope of the mitigation measures in the ECOPs, or because simply of the very specific nature of the mitigation measure that is needed.

Table 8. Site Specific Impacts and Mitigation Measures

Impact: Impact on alley traffic

Mitigation: Contractor shall negotiate detail construction time with communities in the project site; - Electricity pole, water supply network, culvert and manhole installation shall be arranged properly; - Do not store materials on alleys. Wastes shall be transported to outside the construction site;

To conduct the project activities focally, avoiding daytime construction; the project site shall be recovered immediately when the construction activities

• were completed.

Implementation Approved RP mechanisms:

Responsibility: Contractor

Fund source: Under the contract TOR

Monitoring: Construction Supervision Consultant and Independent Supervision Consultant

Impacts: Wastewater from LIAs

Mitigation: Untreated wastewater of LIAs 9, 10, 12 and 16 will be collected to the second and third wastewater treatment plants which are planned to be_ developed in the subsequent phases ofCa Mau Water Supply and Drainage Development Project. While the WWTP is not yet constructed, domestic -wastewaters from LIAs will be collected and connected to wastewater drainage system of the City and will be discharged at various points of Ganh Hao river Bac Lieu canal and Rach canal.

Implementation City Operations and Maintenance Plan mechanisms:

Responsibility: Contractor r------c,-----:-:-:---:-:-----II--:--_:---~:---:__-----___,__,__-__,_"........,..,.__,_,_.,........""....,.,...~,.".......,..,.."."..:______,~"........,..-:-L _______ _

Fund source:

Monitoring:

Under the contract TOR

Construction Supervision Consultant and Independent Supervision Consultant

Impacts: Domestic solid waste from LIAs

Mitigation: - Provide 329 dustbins (120 liter-capacity/dustbin) and 14 transit yards in LIAs to collect wastes to this area properly. - All wastes will be collected and disposed at the An Xuyen landfill

Ca Mau Water and Urban Public Works

Implementation City Operations and Maintenance Plan mechanisms:

Responsibility: PMU, Urban Management Division, Water Supply, Drainage and Urban Public Works Company

Fund source: WB

Monitoring: Ca Mau City's Environment and Natural Resources Division, Ca Mau DONRE

Impacts: Waste o/markets in LIAs

Mitigation: - Provide dustbins at markets to collect waste; - Contract to Ca Mau Water Supply and Urban Public Works Company to transport and dispose wastes at the landfill properly

Link the market drainage to the general drainage system of each area properly.

Implementation City Operations and Maintenance Plan mechanisms:

29

Responsibility: Market Management Boards, Water Supply, Drainage and Urban Public Works Company ,

Fund source: The project fund, market operation expense

Monitoring: Ca Mau City's Environment and Natural Resources Division, Ca Mau DONRE

Impacts: Offensive odor from seepage wastewater of the transit yard

Mitigation: - Select the transit yard location at downwind directly in dry season, 50m far from any house/water supply station at least. - Use water-proof layer for bottom cover; and proper linkage to the drainage system. - Wastes shall be transported to dispose in the landfill on daily basis.

Collect seepage water to drainage canal around the transit yard and connects to the local drainage system

Implementation City Operations and Maintenance Plan mechanisms:

Responsibility: Urban Management Division, Water Supply, Drainage and Urban Public Works Company

Fund source: Waste collection and treatment fee revenue

Monitoring: Ca Mau City's Environment and Natural Resources Division, Ca Mau DONRE

Impacts: Hospital waste of healthcare centers

Mitigation: - To store hospital waste properly Contract to specific bodies to collect and disposal (Ward 4 healthcare

center) or combusting periodically (Ward 4 healthcare center) - Monitor the exhausted gas from the incinerator properly (Ward 8 healthcare ,",prOTP1'"

Implementation City Operations and Maintenance Plan mechanisms:

Responsibility: Healthcare Centers of Ward 8 and Ward 4

Fund source: Annual recurrent budget

Monitoring: Ca Mau City's Environment and Natural Resources Division, Ca Mau DONRE

Impact: Dredged material from Tinh Do; road development

Mitigation: - The organic mud that shall be dredged from Tinh Doi canal is 4,31 Detail construction plan, measure, traffic safety and order and

environmental sanitation shall be elaborated pnor construction commencement.

Excavated materials and soil shall be

30

offensive odor dispersion of the neighboring residential quarter since the construction site is closed to the residential quarter. - Not store dredged materials at the construction site. Dredged materials shall be transported to the An Xuyen landfill on daily basis. - Protect transport vehicles tightly to avoid leakage - Contract to the Water Supply, Drainage and Urban Public Works Company to collect and treat sludge properly at the landfill in An Xuyen Ward.

Implementation Approved RP mechanisms:

Contractor

Under the contract TOR

Construction Supervision Consultant and Independent Supervision Consultant

- Conduct properly study on traffic signal system, road marking development, especially at intersections -:- Roads will be. delivered to the City . Urban .Management

Road maintenance and shall be carried out

Implementation City Operations and Maintenance Plan mechanisms:

Responsibility: Urban Management Division

Fund source: Urban management recurrent expense

Monitoring: Department of Transport

Impacts: Material transport alternative

Mitigation: For waterway transport route: a wharf shall be developed on Quan Lo Phung Hiep canal (65 m wide) at the intersection between Lam Thanh Mau Road and Road No. 10 of the focal resettlement site. Construction material shall be transported via this waterway route. - Road: Develop Road No. 10 (12 m wide, 6.5x2m sidewalk and 269 m long) as a primary scrap transport route, which runs from the wharf to the resettlement site and National 63.

Implementation Approved RP mechanisms:

Responsibility: Contractor

Fund source: Under the contract TOR

Monitoring: Construction Supervision Consultant and Independent Supervision Consultant

Impacts: Domestic wastewater pollution

Mitigation: - Develop separate drainage and sewage systems in the resettlement area. Collect wastewater to the primary culvert route under Ly Van Lam

Road and transfer to the planned treatment plant of Ca Mau city for treatment.

Implementation City Operations and Maintenance Plan mechanisms:

Responsibility: City

Fund source: WB

Monitoring: City

Impacts: Domestic solid waste

Mitigation: Install 120-liter dustbins to collect domestic solid waste properly. - All domestic wastes will be collected and transported to the city landfill for . Ca Mau URENCO

Implementation City Operations and Maintenance Plan mechanisms:

Responsibility: Water Supply and Drainage, and Urban.W-Ork-Company

Fund source: WB and City

Monitoring: City

5.1.2. Management of Impacts on Physical Cultural Resources

These specific procedures are to be followed in case of archeological, cultural or similar finds of artifacts or relics. The diagram below identifies the detailed steps to be taken. The PPMU will be responsible for the overall coordination and reporting. The chance find procedures will be included in all construction contracts and key staff and contractors will be trained on how to implement them.

Archeological artifacts found during project construction

(Contractor and CSC)

Implement next steps under guidance of DCIT

I I

Temporarily stop construction, and install the protection fence,

immediately ~ontact the PMU

! All parties record the scene (in the

form proposed by CSC)

! PMU report in writing to

Department of Culture, Information and Tourism (DCIT)

Figure 2. Chance-finds procedure to follow in case of archeological artifacts found during the project construction.

32

5.2. Environment Monitoring Program

The Environmental Monitoring Program is a key element of the EMP. Its main objective is to check and ensure that (a) the potential negative impacts ofthe project are minimized; (b) the EMP is effectively implemented; and (c) the EMP is adequate to mitigate the potential negative impacts. Given that monitoring the implementation of the RP will be conducted separately, the environmental monitoring program will comprise (a) monitoring the safeguards perfonnance of the contractors during site clearance and construction, (b) environmental quality monitoring, ( c) monitoring the effectiveness of the EMP.

It is essential to design the monitoring program - in conjunction with the selected monitoring locations, parameters and frequencies - in such a manner to be able to record both, the overall perfonnance of the project works as well as the short-tenn impacts due to construction activities. The environmental monitoring program will be implemented during construction at three levels:

• Monitoring the level of compliance with mitigation measures, • Monitoring the environmeQ.tal parameters set out in the EIAs for each of the

works, and • Community-based monitoring.

Monitoring of Contractor's Safeguard Performance ______ :' ___________ "_

Three levels of environmental safeguards monitoring will be implemented as follows:

- Routine monitoring: This will be done by the Construction Supervision Consultant (CSC) as assigned by the PPMUs. The CSC will include the environmental monitoring results in the monthly project progress reports.

- Periodic monitoring: This will be done every six months as part of the overall monitoring of the EMP implementation. The environmental and social unit (ESU) of the PPMUs, assisted by the Independent Environmental Monitoring Consultant (IEMC) will also monitor the contractor perfonnance every six months and the results will be reported to the PPMU s and the WB.

- Community monitoring: Monitoring by local communities will be conducted following Government practices, with technical and management support from thePPMU.

To ensure an acceptable level of environmental quality, monitoring of dust, noise, vibration, air quality, and water quality will be made at project-specific locations that are likely to be most affected by the construction activities. Specific monitoring locations may also be requested by local authorities andlor communities for specific purposes. ESU/IEMC will have overall responsibility for the monitoring program.

The following are the key issues, criteria and scope of monitoring that will be taken into account in the implementation ofthe monitoring program:

General Construction Impacts: local flooding; traffic congestion andlor disruption, especially in residential areas; air quality, and noise and dust levels in residential areas; surface water quality upstream and downstream of construction sites, with specific attention paid to impacts on local residents;

33

Implementation of site-specific EMPs that require specific monitoring activities that are not covered by the ECOPs nor by the Vietnamese lregulations, standards and codes. Such monitoring activities will be as agreed with local agencies and communities during the preparation of the EMP and monitoring program.

Implementation of Dredged Materials Management Plan (DMMP): for all sludge and similar material excavated from the project work sites that exceeds the national thresholds for toxic substances, a site-specific DMMP will be used.Amounts, levels of heavy metals, if any, locations and activities at disposal sites, and impacts on local residents will be monitored, based on a water quality monitoring plan with specific stations and parameters for monitoring impacts on other water users.

- Monitoring the Effectiveness of the EMP: The ESU assisted by IEMC will monitor the overall performance of the EMP implementation during the detailed design/bidding stage as well as during construction and the first year operation of the facilities to ensure that (a) appropriate dredging and disposal of drainage sludge is properly carried out, in accordance with the DMMP, (b) other impacts identified in the EMP are effectively managed and mitigated; (c) traffic management is adequate and the levels of impacts are acceptable, i.e. there are no new complaints nor any outstanding cases, and (d) all typical general impacts are mitigated in accordance with the ECOPs. Results are to be kepfiIi tIle' projec{file for possible review by PPMt1 and tlleWB:-Cosffor the . monitoring will be part of the PPMU cost.

The following tables outline the parameters for the part of the monitoring program that is performed by sampling and testing air, soil I sediment, and water quality, and also measures noise levels and any other pertinent ambient parameters, if needed. Its estimated cost considering that some activities will be carried out (i) before construction (project baseline environmental conditions), (ii) during construction (assmned to take five years), and (iii) during the first year of operation. Detailed monitoring programs will be prepared during the detailed design stage. The estimated cost for monitoring forms part of the EMP costs; the costs for sampling and laboratory testing will be included in the CSCs' contracts. Many of the parameters listed below are required by Vietnamese regulations and would need to be done even if they are not directly related to expected project impacts.

Table 9. Scope of environmental monitoring during construction

e and Vibration

1. Parameters

Leq, vibration

34

QCVN 26/2010IBlNMT

2. Frequency

3. Location

Component 2

Component 3

Once before commencement

Three months once for total time of Construction

Six months once during the first year of operation

Tinh Doi road (2points), Rach Rap road (lpoint), Truong Phung Xuan road (lpoint), No.1 road (lpoint), Ganb Hao road (lpoint), Ca Mau - Bac Lieu road (lpoint), Hai Thuong Lan Ong road ~Jl'''''\1nn Phan Boi Chau road

2. Frequency

Component Once before 1 commencement

Component 2

Component 3

3. Location

Component 2

Component 3

Three months Once before once for total commencement time of

Construction

Six months once during the first year of nn.~r!t1·1nn

Tinh Doi road (2points), Rach Rap road (lpoint), Truong Phung Xuan road (1 point), No.1 road (lpoint), Ganh Hao road (lpoint), CaMau - Bac Lieu road (1 point), Hai Thuong Lan Ong road

Phan Boi Chau road

2. Frequency

3. Location

Component 2

Three months Once before once for total commencement time of

Construction

Six months once during the frrst year of nn'>r~1·1nn

Rach Rap road (1 point), Truong Phung Xuan road (1 point), No.1 road (1 point), Ganh Hao road (1 point), Ca Mau Bac Lieu road (1 point), Hai Thuong Lan Ong road (lpoint), Phan Boi Chau road

Central resettlement area in ward 4 (2 points)

OD, pH, total solids, Total Coliform, E-Coli, 1

37

Three months Six months Once before

2. Frequency commencement

once for total time of Construction

once during the first year

3. Location

Component 2

Component 3

of nn"r!ltlnn

Rach Rap road (1 point), Truong Phung Xuan road (1point), No.1 road (1point), Ganh Hao road (lpoint), Ca Mau - Bac Lieu road (1 point), Hai Thuong Lan Ong road (1point), Phan Boi Chau road

Central resettlement area in ward 4 (2 points)

Cu, Pb, Zn, Cd, As

Once before 2. Frequency commencement

Three months once for total time of Construction

None

3. Location

Component 2

Component 3

Truong Phung Xuan road (1 point), No.1 road (1 point), Ca Mau - Bac Lieu road (1 point), Phan Boi Chau road

Central resettlement area in ward 4 (2 points)

Table 10. Estimated number for soil, water, and air sampling and analysis for environmental monitoring

Total AirlNoise samples 2 1 1 1 1 1 2 1 2 12

Total sludge/soil Samples 1 0 1 1 0 1 0 1 2 7

Total surface water samples 0 1 1 1 1 . 1 1 1 2 9

Total ground water quality samples

COllstmctiolljJeriod"

Total time of Construction 12 12 24 24 12 24 12 24 60

Total monitoring Times 4 4 8 8 4 8 4 8 20

Total AirlNoise samples 8 4 8 8 4 8 8 8 40 I 96

Total sludge/soil Samples 4 0 8 8 0 8 0 8 40 I 76

0 4 8 8 4 8 4 8 40

Total monitoring Times 2 2 2 2 ! 2 2 2 2 2

Total AirlNoise samples 4 2 2 2 _ 2 2 4 2 4 24

Total sludge/soil Samples 0 0 0 0 0 0 0 0 0 0

0 2 2 2 2 2 2 2 4 18

Total ground water quality samples I 2 2 2 2 2 2 2 2 4 20

40

Table 11. Estimated cost for samples collection and analysis

2 o 630,000

3 Surface water 18 910,000 16,380,000 780

4 Ground water 20 910,000 18,200,000 867

Total 511,480,000 24,356

Table 12. Basic cost for chemical analyses1(Exchange rate: 1 USD = 21,000 VND)

I for the environmental monitoring program during the construction phase and the first­year of the operation phase

41

1 TSP 300,000 132 39,600,000 1,886

2 CO 300,000 132 39,600,000 1,886

3 N02 300,000 132 39,600,000 1,886

4 S02 300,000 132 39,600,000 1,886

5 HC 600,000 132 79,200,000 3,771

6 Noise 100,000 132 13,200,000 629

2 pH 40,000 229 160,000 436

3 DO 70,000 229 16,030,000 763

4 TSS 70,000 229 16,030,000 763

5 BOD5 120,000 229 27,480,000 1,309

6 COD 120,000 229 27,480,000 1,309

7 ~SO,OOO_ 229 . .80 .. 15.0.,0.0.0 . _~~ .. 817

120,000 83 474

120,000 83 9,960,000 474

4 150,000 83 12,450,000 593

5 Zn 120,000 83 9,960,000 474

Total estimated cost of the environment monitoring program implementation is 24,356 USD. The environmental monitoring program shall be implemented in close cooperation with the independent consultant.

42

5.3. Role and Responsibilities for EMP Implementation

5.3.1. Organization Arrangement

The Project Management Unit (PMU-MOC) in the Ministry of Construction (MoC) will be responsible for the overall consolidated monitoring and quality assurance of the Project. While Cities are responsible for EMP implementation, the PMU-MOC will have a quality assurance and monitoring role including all safeguards aspects. The Cities will submit all safeguards progress and monitoring reports to the PMU­MaC. The MoC will also be responsible for contracting and managing the Independent Environmental Monitoring Consultant (IEMC) who will monitor the environmental performance in all six project cities. The IEMC's costs are therefore part of the MoC budget, and not do not form part of the cities' EMP implementation costs. The figure and subsequent table below summarize the roles and responsibilities of the key parties and their relationships with regard to the implementation of the EMP. The roles and responsibilities of the ESU, PPMUs, CSC, and IEMC are outlined below:

• Contractors have the main responsibility for ~plementing mitigation measures. Those measures will be included in the bidding documents and the costs are to be included in their bids and the construction contracts .

.. ~ •. esc .is resp()nsible for supervis\ng and monitoring the day:-to-dayjmplerrIentation of. mitigation measures. The associated costs are included in CSC service contracts.

• IEMC will be responsible for environmental monitoring which includes (i) support to the ESUIPPMU for implementing supervision and monitoring, and (ii) reporting on the implementation through periodic monitoring reports.

WB ~1a~~ PMU-MOC ~ DONRE. local

authority

2a

3c----~ ~~3 1c

2(; 3a

Figure 3. Organization Diagram for the EMP Implementation

Table 13. Roles and responsibilities of key parties (referrin2 to above fi2ure)

Links Description of Roles and Responsibilities

Ia Based on quarterly reports of IEMC, PMU-MOC is responsible for preparing periodic reports to submit to the WB.

Ib PMU-MOC send a notice to PPMU on working plan of IEMC, receive reports of IEMC and monitoring the implementation of agreed proposals and monitor the sending of the monthly report from the Safety policy officer to the PPMU

Ic PMU-MOC with the assistance of contracted IEMC, provide the guideline to and monitor the implementation ofPPMU's EMF,

(2a) PPMU assigns the safeguard staff (ESU) to review and check the environment-related -

sections in of the bidding and contract documents for appropriate items, such as the ECOPs, to ensure compliance with EMF

PPMU assigns the safeguards staff (ESU) to supervise, manage and carry out EMF activities and also assigns CSC to closely supervise and monitor safeguard performance of the contractor, including implementing the environmental monitoring program.

PPMUIESU establishes a hotline communication with the local community to be responsive to the complaints, comments, and/or recommendations from local people and the public throughout the site clearance and construction period.

(2b) Based on quarterly reports of IEMC, PPMU is responsible for preparing periodic reports

1.1.1. to submit to the Provincial DONRE.

(2c) IEMC contracted by PMU-MOC supports PPMUIESU to implement the EMF in line with Government's environmental regulations as well as the WB safeguard policies. In consultation with DONREs, IEMC will establish a specific environmental monitoring program for the project to be implemented by CSC at key locations as shown in the detailed design documents.

(3a) Contractor: Before construction, with general guideline from IEMC, prepares a site-specific environment management plan (SEMF) during site clearance and construction process as part of their construction method statement, then submit it to CSC and/or PPMU for review and approval; During construction, the contractor has to submit a monthly report on safeguard issues, mitigation, and results throughout the construction period. In case of unexpected problem, the contractor will consult CSCIPPMU.

PPMU/CSC: Reviews the SEMF and can propose change as deemed necessary to be in line with the contractual obligations as well as appropriate to each specific site. Daily supervision and monitoring of contractor's safeguard performance will be responsibility of the CSC.

(3b) CSC submits periodic monitoring reports of environmental mitigation measures to PPMU; recommends to the PPMU to suspend, in part or completely, construction work if it does not meet labor safety or environmental protection requirements of the contract.

PPMU reviews CSC's periodic reports to monitor compliance with mitigation measures.

(3c) Community: According to Vietnamese practice, the community has the right and responsibility to routinely monitor environmental performance during construction to ensure that their rights and safety are adequately protected and that the mitigation measures are effectively implemented by contractors and/or PPMU. In case of unexpected problems, they will report to CSCIPPMU and/or call the hotline.

PPMU: Encourage, support and create good conditions for local community to participate in the environmental supervision and monitoring activities. PPMU/CSC will review and response to the requests and/or recommendations made by community to ensure that the potential negative impacts are adequately mitigated.

(4a) Contractor: Carries out the EMP as required during site clearance and construction, including conduct self-monitoring and submission of report.

IEMC: periodically supervises and monitors the overall project EMP implementation including provision of safeguard training to PPMUIESU staff, community, CSC, and contractors as needed The training will be designed to enhance the effectiveness of the EMP implementation and reporting.

(4b) Community: Support and collaborate with IEMC during periodic monitoring and provide inputs to the overall safeguard ~ssues that require attention and/or mitigation.

IEMC: Strengthen local community's capacity and relevant agencies through preparation of relevant documents necessary for monitoring, supervision, and reporting including preparation of a database for the activities.

.. -

IEMC: assist PPMU and communities for the implementation of Information-Education­Communication (1EC) activities within Component 4 with regard to environmental hygiene, sanitation, road safety, etc.

(4c) CSC: Supports and collaborates with IEMC to establish, collect and highlight information about essential environmental parameters in the field, and information for construction implementation.

IEMC: Monitors the implementation of the EMP every 3 months including submission of the field report. Creates database of results from environmental supervision and monitoring and training PPMU in use of such a database.

IEMC: Coordinates with CSC for carrying out the monitoring activities and the preparing the safeguard reports on EMP performance; enhances the capacity of CSC staff through training programs in environmental supervision.

5.3.2. Specific Responsibilities of PMU, CSC, and IEMC

City-level Project Management Units (PPMUs)

1. PPMUs are responsible for implementing the EMP during the detailed design and construction stages. EMP implementation during operation stage is the responsibility of the facilities' operators at the city level. PPMU will set up an Environmental and Social Unit (ESU) to ensure timely and effective implementation of the EMP, including preparation of reports on safeguard compliance as required by Government and WB.

PPMUIESUs are responsible for ensuring that the relevant sections in the bidding and contract documents for all construction works are in compliance

with the EMP; this means they contain the requirements of the ECOPs and site­specific EMPs.

PPMUIESUs are responsible for communicating with relevant local, provincial and national departments; and with the agencies responsible for implementing and supervising EMP, especially with the provincial Department of Natural Resources and Environment (DONRE), and with the concerned wards/communes during planning, monitoring, management and operation.

PPMUIESUs will coordinate with community organizations to encourage them to actively participate in the planning, management, and implementation of the project, including monitoring of the contractor's performance.

To ensure effective monitoring and timely implementation of the EMP, PPMUIESUs will hire national environmental consultants to assist them with carrying out and monitoring the EMP implementation. Responsibilities of the Independent Environmental Monitoring Consultant (IEMC) are described further below.

- In the course of supervising and monitoring the contractors' performance, PPMUs will be responsible for: (a) checking project implementation indicators relating to the environment; (b) conducting unscheduled, surprise inspections to ensure that mitigation measures are being implemented as required in construction contract by contractor; (c) reviewing the periodic reports of the

---------------~- conStruCtion supervision consultanC(CSCr--toeIiSlire cOmpliance Willi-, . _ mitigation measures and EMPs; and (d) based on the periodic reports by CSC

and IEMC, preparation of reports on environmental compliance of subprojects, to be submitted to WB and DONRE (this will be part of the submission of progress report to WB every six months).

- PPMUs will coordinate closely with relevant city enterprises for water supply, environmental sanitation, and solid waste collection, to monitor their operation and maintenance activities during project implementation.

Construction Supervision Consultant (eSC)

The CSC is responsible for monitoring the safeguard performance of the contractors during site clearance and construction, including oversight of the self-monitoring to be conducted by contractor. With regard to environmental safeguards, the CSC's main responsibility will include, but not be limited to, the following:

- Assist IEMC to establish, collect and provide information essential environmental indicators, on-site and for the construction works.

- Ensure that all work comply with the approved EMPs, relevant environmental standards and codes of practice (ECOPs), as set out in documents for environmental impact mitigation and monitoring.

- Monitor the implementation of mitigation measures by the contractors, propose and deploy any necessary supplementary measures in time to improve mitigation measures to fully meet the environmental management and safety requirements of project.

Prepare action plans and/or propose urgent solutions to cope with environmental problems, emergency situations and damage that occurred during construction

- Recommend to PPMUs to suspend partially or completely construction work if labor safety and environmental protection requirements of the contract are not being complied with.

Organize regular discussions with relevant parties, agencies and other stakeholders to provide information about implementation plans to increase people's awareness of the need for environmental protection and management during construction process.

Construction Contractor

The construction contractor's responsibilities with respect to all aspects of the works, including the environmental aspects, are set out in the contract documents, signed with the PPMU.

Construction contractors are responsible for carrying out environmental impact mitigation measures and for complying with the approved EMP when implementing construction contracts. When preparing the ''technical method statement", the contractor will study the project's approved EIA report and propose a construction method that includes environmental mitigation and monitoring measures that are in line with the approved EMP.

Contractor's method statement will be submitted to PPMUs and CSC for review, as well as to IEMC, as deemed necessary. Changes, if any, will be

._~ __ ~ __ ~____._evaluated for their feasibility and for legal issues~(laws,_decrees, __ circulars_and ____ ~ __ ... ___ _ other regulations) before suitable adjustments are approved for specific cases on-site.

During the construction work, the· construction contractors will be closely supervised by PPMUs, CSC, IEMC, environmental authorities and the local community for their compliance with the EMP.

Independent Environmental Monitoring Consultant (IEMC)

The IEMC will be responsible for assisting the PPMU with the EMP implementation. This also includes advising the CSC, contractors and communities on environmental compliance, and on carrying out the monitoring program in accordance with regulations, procedures and policies of the Government and the WB, respectively. After the detailed implementation of the environmental monitoring programs was discussed by the city-level PPMU and World Bank supervision staff, the IEMC will be responsible for quarterly checking, and for supporting the PPMU staff to supervise overall project activities to ensure that uniform environmental policies of the Government and World Bank are applied and supervised during project implementation. The IEMC will be responsible for: (1) providing training and capacity building for construction management PPMUIESU staff, including field engineers andlor consultants (CSC), in supervising the EMP implementation by the contractors; (2) ensuring active participation of the local communities and schools in the project areas, (3) monitoring of environmental parameters to assess the overall impacts of the project, and (4) establish the environmental training program that is part of Component 4.

Specifically, the IEMC's responsibilities include:

- Ensuring that the approved EMP and all other relevant project legal agreements related to environmental safeguards are fully applied and complied with during project implementation.

Assessing the effectiveness of mitigation measures which are applied by contractors and CSC during project implementation; providing proposals and recommendations to the PPMUs on improvements needed to meet the safeguard requirements.

Reporting periodically (every 3 months) to the PPMUs on actual EMP performance during project implementation.

Establishing standard procedures, methods and forms to assist the PPMUs and CSC to assess contractors' progress in implementing the required impact mitigation and monitoring measures.

Assisting the PPMUs' environmental staff to review and check that relevant environmental sections (based on the ECOPs) have been included in the bid packages and construction contract documents to ensure compliance with environmental policies and impact mitigation and monitoring requirements.

Measuring, taking samples and monitoring periodically the key environmental parameters, i.e. once every 3 months.

Assistance with the preparation of documents and implementation of training programs in environmental monitoring and supervision for contractors, CSC and relevant staff of the PPMUs (environmental staff and coordinators of contract packages).

-;.,;.---- Via PPMUs~~discussingwith relevanrentetprises,-as :h.ecessaty,-ro -fino -suitable ------.,-------- ----;--­solutions for unexpected risks relating to environmental sanitation.

5.3.3. Reporting Arrangements

The PPMU will prepare reports twice per year for submission to the WB, including a report on compliance with the EMP. The report will contain the monitoring results and assessments by the IEMC that show project progress and the status of implementation of the EMP. The reports will cover, among other matters as appropriate, the following:

Contractor's compliance with mitigation measures Wastewater and environmental sanitation issues Existing flooding situation, where relevant Traffic congestion or disruption Performance of the water supply systems Quality of wastewater-receiving water bodies Potential project-related risks and risk management issues Quality of water in rivers and lakes Status of measures to assist project-affected people at the new resettlement sites on environmental aspects Consultation with local communities in key project areas

5.4. CapacityBuildingProgram

5.4.1. TeclmicalAssistance supportfor tlte implementation of safeguards An assessment of safeguards implementation capacity of existing PPMU staff indicates that PPMU staffs have limited knowledge on WB safeguard requirements as well as limited knowledge of environment and social issues. Such lack of capacity represents a

risk to project implementation of safeguards requirements contained in the EMP and, as required by the WB policy, is to be addressed through capacity building. Therefore it is proposed to provide capacity building through technical assistance that will support the PMU during the implementation of the safeguards requirements. The technical assistance will provide the necessary technical support the PPMU in its work with contractors as well as other entities involved in the implementation of the EMP. The scope of the technical assistance would cover support from experts and training that would cover both the knowledge on safeguards requirements and procedures for the project as well as training that covers both specific knowledge on safeguard procedures and requirement for the project staff, consultants, and national contractor would be important. This would include, for example, assistance in the preparation of documents and implementation of training program on environmental management and environmental monitoring for contractors, esc and relevant staffs of PPMU (environmental staffs and coordinators of packages) to do their tasks. -It would also include assisting the PPMU's environmental staffs with the review of contract documents on the bidding packages for construction items of the project to ensure compliance with environmental protection policies and impact mitigation and monitoring requirements as well as provide general environmental guidance as requested by the PPMU to enhance overall project implementation and performance. Given the nature, locations, and scale of construction, it is anticipated that the safeguard technical assistance support and training will be provided at least during the first 3 years of the project _ implemeI1tati0I?-~_Il!e .. ~. safegu~d speci~ists.will~articip£l~~. ~~t!!~.~._,-_~_. ___ .. _ capacity building in particular in the training activities as appropriate.

5.4.2. Training programs proposed

Table 14below provides examples of the basic trainings for safeguards during project implementation. The training programs will. be developed and delivered by the Technical Assistance team for the implementation of safeguards for the PPMU training. The PPMUIIEMe with the support of the Technical Assistance team for the implementation of safeguards will provide the training to contractors, esc and other groups. Other more specific and tailored training will be developed and agreed upon between PMU, IEMe and the Technical Assistance team for the implementation of safeguards during project implementation based upon a reassessment of needs and the status of safeguards implementation.

- Target groups for the training: include PPMU staff, ESU staff, field engineers, esc, construction contractors, local authorities and community representatives in the project area. Training of workers and drivers is the responsibility of the contractor.

- Training schedule: At least 1 month before the construction of the first contract. The training can be adjusted in line with the implementation schedule of the SUbproject/contracts.

- Training frequency: The basic training programs proposed in table 14will take place every six months on a yearly basis and its content updated and adapted to implementation issues. Training frequency and content will be reassessed during implementation depending on needs. It is foreseen that the training program for PPMU staff will continue until year three of implementation. Three days of

training for CSC and contractors are also planned to take place twice a year on an arinual basis for at least two years.

Table 14. Training Program for CapacityBuilding in Environmental Supervision and Management

Target Group PPMUs (preferably to be organized jointly for all six PPMUs) Course Title Environmental supervision, monitoring and reporting Participants Environmental staff and technical staff Training Soon after project effectiveness but at least 1 month before start of Frequency construction of the fIrst contract. Follow-up training will be

scheduled as needed. Time Four days of training, to be held twice a year, and then to be

re~eated on a ~early basis until year three of implementation. Content General environmental management relating to the project, and

covering the requirements ofWB, DONRE General aspects of environmental supervision; Implementation and supervision of mitigation measures; Community participation in environmental supervision monitoring. Guidance and supervision of contractors, CSCs and community representatives in the implementation of environmental supervision. , Use of forms for environmental supervision; ~Risk response and control;-··

-- -- - .. ,--

Receipt and submission of reporting forms Other areas of training needs, as determined

Responsibilities PPMU, IEMC with support of the Technical Assistance team for the implemehtation of safeguards.

Target Groups CSC, CONTRACTORS, COMMUNES/w ARDS AUTHORITIES, COMMUNITY REPRESENTATIVES

Course Title Implementation of mitigation measures Participators CSC; on-site construction management staff; environmental staff of

contractors; commune/ward/group_ authorities. TraininK frequency After bidding, and determine based on needs Time 3 days of training for CSC and contractors and 2 days of training for

others, to be repeated twice a year on an annual basis depending on . needs

Content Overview of environmental monitoring; Requirements of environmental monitoring; Role and responsibilities of contractors and CSC Scope and methods of environmental monitoring; Response and risk control; Propagate monitoring forms and guide how to fill in the forms and risk report; Preparation and submission of reports Other areas to be determined.

Responsibilities PPMU, IEMC with support of the Technical Assistance team for the implementation of safeguards

Target Groups COMMUNITIES AND WORKERS Course Title Environmental sanitation and safety Participators Representatives of community and/or worker leaders (as

appropriate) Training frequency As appropriate Time One-day presentation and one-day on-the job training twice a year,

to be repeated on as needed basis Content Preliminary presentation on environmental protection and

environmental overview Key issues that require communities' and workers' attention to minimize safety risks (roads, waterways, equipment, machines, open excavations, etc.) as well as reduce pollution (dust, :fumes, gases, oil/grease spills, waste management, etc.) Management of environmental safety and sanitation on work sites; Mitigation measures at construction sites; Safety measures on electricity, mechanical, transportation, pollution; . Procedures to deal with emergency situations; Other areas to be detenmned.

Responsibilities Contractor, PPMU, with support from JEMC

5.5. Estimated EMP Cost -The costs of EMP implementation will comprise (i) cost of implementation of the mitigation measures by the contractors, (ii) costs of supervision by the CSC, (iii) cost

--for environmental monitoring consultant-(IEMC), (iv) costsofmonitering environmental quality, (v) PPMU safeguard management costs, including technical assistance support for the implementation of safeguards and training. They exclude all resettlement cost and all costs for independent monitoring of the RP and EMDP implementation.

Costs for the implementation of the mitigation measures during construction will be part of the contract costs while the costs for the supervision and monitoring of all construction contractors by the CSC is provided for in the construction supervision contracts. Costs for PPMU operations related to EMP are provided for in the project management budget of the PPMU, including basic safeguards training and allowances for all staff who participate in the monitoring program. After project completion, the cost for environmental monitoring of the constructed facilities will be funded by the cities' operations and maintenance budgets.

The participation of community representatives in EMP implementation is voluntary, and without salary. Hence, to encourage the participation of community members, the cost for materials, equipment used for monitoring and rewards for people who are voted to implement monitoring are taken into account.

The table below shows the sources of funding for the EMP implementation, including the environmental quality monitoring program.

aIr

Table 15. Estimated Cost for EMP implementation during the project implementation

a. (a) Mitigation during construction

Source of funds

Part of construction contracts under Components 1, 2 and 3

------~---------------

(b) Supervision of safeguards during construction

Part of CSC contracts costs under Component 4

5

Cost (SUS)

------------_._-------_. __ ._._. __ . (c) Environmental Safeguards Part ofPPMU operational unit (ESU) of PMU costs under Component 4

---------------(d) Environmental quality Included in CSC contracts monitoring costs

( e) Independent Environmental Monitoring Consultant (IEMC)

(f) Safeguards capacity building program

Part of MoC costs under Component 5

Included in CSC and IEMC consultants' contracts

24,500

20,000

APPENDIX

ANNEX 1: Environmental Codes of Practice (ECOPs) for Urban Construction Projects

ENVIRONMENTAL -SOCIAL ISSUES

1. Dust generation

2. Air pollution

MITIGATION MEASURE

The Contractor is responsible for compliance l with all relevant Vietnamese laws, I •

regulations and standards with respect to ambient air quality. The Contractor shall ensure that the generatiorl of dust is minimized and does not become a nuisance to local residents. He shall implement a dust control plan to maintain a safe working environment and minimize' disturbances to surrounding residential areas/dwellings. I •

The Contractor shall implement dust suppression measures (e.g. use water spraying vehicles to water roads, covering of material stockpiles, etc.) as required. Material loads shall be suitably covered and sepured during transport to prevent the scattering of soil, sand, materials, or dust. Exposed soil and material stockpiles shall be protected against wind erosion and the location of stockpiles shall take into consideration the prevailing wind directions and locations of sensitive receptors. . Dust masks should be used where dust levels are excessive.

• All vehicles must comply with Vietnamese regulations controlling the allowable I •

emission limits of exhaust gases. I.

• Vehicles in Vietnam must undergo a regular em\ssions check and get certified named: "Certificate of conformity from inspection of quality, technical safety and environmental protection" following Decision No. 35/2005IQD-~GTVT;

• There should be no burning of waste or construction materials, such as bitumen, etc., on I •

site. !

53

VIE1NAM CODE/REGULATION

QCVN05: 20091BTNMT: National technical regulation on ambient air quality WB Environmental,

Health and Safety Guidelines:Air

Emissions and Ambient Air Quality;

Construction and

Decommissioning

TCVN 6438-2005: Road vehicles Maximum permitted emission limits of exhaust gas. No. 35/2005/QD­BGTVT on inspection of quality, technical

1.1.2. safety and environmental protection;

• QCVN i 05 :2009IBTNMT: I

National technical regulation on ambient air quality

• WB Environmental, Health and Safety Guidelines:Air Emissions and Ambient Air Quality; Construction and Decommissioning

3. Impacts from noise • The contractor is responsible for compliance with the relevant Vietnamese legislation • QCVN I and vibration with respect to noise and vibration. 26:2010IBTNMT:

• All vehicles must have appropriate "Certificate of conformity from inspection of quality, National technical technical safety and environmental protection" following Decision No. 35/2005/QD- regulation on noise BGTVT; to avoid exceeding noise emission from poorly maintained machines. • QCVN

• When needed, implement measures to reduce noise to acceptable levels; this should 27:20 1 O/BTNMT: include silencers, mufflers, acoustically dampened panels or placement of noisy National technical machines in acoustically protected areas. regulation on vibration

• A void, or at least minimize, heavy vehicle traft1c (carrying construction materials) or • WB Environmental, noisy material processing facilities through or neat residential areas. Health and Safety

• Plan activities in consultation with local communi~ies so that activities that generate high Guidelines:Noise noise levels are done during periods of the day thflt will result in the least disturbance to Management; the public. Construction and

Decommissioning

4. Water pollution • The Contractor is responsible for compliance with the relevant Vietnamese legislation • QCVN relevant to wastewater discharges into watercourses. 09:2008IBTNMT:

• Portable or constructed toilets must be :Qrovided on site for constructi()11 workers. National Technical

54

5. Drainage and sedimentation control

Wastewater from toilets, kitchens, showers, sinks', etc. shall be discharged into a sealed holding tank for removal from the site or for discharge into the municipal sewerage systems, if any; there should be no direct discharges to any water body. Wastewater that does not meet the standards: set by relevant Vietnam technical I. standards/regulations must be collected in a sealed holding tank and removed from site by licensed waste collectors. Using techniques such as berms or flow diver~ion during construction to limit the exposure of disturbed sediments to moving water Make appropriate arrangements for collecting, diverting or intercepting wastewater from I. households to ensure minimal discharge or local dogging and flooding. Before the start of construction, obtain all necessary wastewater disposal permits/licenses and/or finalize all necessary wastewater disposal contracts. At completion of construction works, wastewater' collection tanks and septic tanks shall be safely disposed or effectively sealed off. •

• The Contractor shall follow the detailed drainag~ designs included in the construction I. plans, intended to prevent storm water from cau~ing local flooding or scouring slopes and areas of unprotected soil, resulting in heavy sediment loads affecting local watercourses. I.

• Ensure drainage system is always well maint~ined and cleared of mud and other • obstructions.

• Areas of the site not disturbed by construction activities shall be maintained in their existing conditions. "

• Earthworks, cuts, and fill slopes shall be properly maintained, in accordance with the I •

55

Standard on underground water Quality QCVN 14:2008IBTNMT: National technical regulation on domestic wastewater; QCVN24: 20091BTNMT: National technical regulation on industrial wastewater; TCVN 7222: 2002: , General requirements on centralized wastewater treatment plant; WB Environmental, Health and Safety Guidelines: Wastewater and Ambient Water Quality; Construction and Decommissioning

TCVN 4447:1987: Earth works-Codes for construction

Decree No. 22/20 1 O/TT-BXD on regulation of construction safety QCVN

, construction specifications, including measures s*h as installation of drains, and use of 08:20081BTNMT -plant cover. J National technical

• To avoid sediment-laden runoff that could a versely impact watercourses, install regulation on quality of sediment control structures where needed to slo'o/ or redirect runoff and trap sediment surface water until vegetation is established. Sediment control i structures could include windrows of • World Bank logging slash, berms, sediment catchment basiris, straw bales, storm drain inlet Environmental, Health protection systems, or brush fences. and Safety Guidelines:

• Site de-watering and water diversions: Where con~truction activities require that work be Construction and carried out within the watercourse (e.g. culvert or bridge crossing construction, retaining Decommissioning; wall construction, erosion protection works), the work area must be dewatered to Wastewater and facilitate work in dry conditions. The sediment-laden water pumped from the work area Ambient Water , .

Quality must be discharged to an appropriate sediment 'control structure for treatment before release to the stream.

• Stream diversions or construction of cofferdams !would require site-specific mitigation measures in the EMP.

6. Management of • All locations to be used must have been previously identified in the approved • World Bank stockpiles, quarries, construction work plan. Sensitive sites such as scenic spots, areas of natural habitat, Environmental, Health and borrow pits areas near sensitive receptors, or areas near water ~hould be avoided. and Safety Guidelines:

• Build an open ditch around the stockpile site to intercept the runoff. Waste Management;

• Stockpile topsoil when first opening a borrow pi~ and use It later to restore the area to Hazardous Materials near natural conditions. , Management; ,

• If the need for new stockpile or disposal sites arises during construction, they must be Occupational Health pre-approved by the Construction Supervision Engineer. and Safety;

• If any landowners are affected by use of their hind for stockpiles or borrow pits, they Construction and

must be included in the project resettlement plan. I Decommissioning

• If access roads are needed, they must have been considered in the environmental assessment.

• Quarries and large material borrow pits or mat~rial stockpiles may need site-specific measures. I

!

7. Solid waste • Before the start of construction, prepare a solid waste management plan for storage, • Decree No. provision of bins, site clean-up schedule, bin !clean-out schedule, etc.; it must be 59/20071ND-CP on carefully followed monitored during construction. solid waste

• Before the start of construction, obtain all necessary waste disposal permits or licenses. management

• Take all necessary measures to reduce the I)otenthl.l for litter and negligent behavior with • World Bank

56

regard to the disposal of refuse. At all places of ,*ork, the Contractor shall provide litter Environmental, Health bins, containers and refuse collection facilities. I and Safety Guidelines:

• Solid waste may be temporarily stored on site 1n a designated area approved by the Waste Management; Construction Supervision Consultant and relevant:local authorities prior to collection and Hazardous Materials ,

Management; disposal through a licensed waste collector. !

• Cover all waste storage containers, to be tipping-proof. weatherproof and scavenger- Construction and proof. I Decommissioning

• No burning, on-site burying or dumping of solid waste shall occur.

• Recyclable materials such as wooden plates for trench works, steel, scaffolding material, site holding, packaging material, etc. shall be collected and separated on-site from other waste sources for reuse, for use as fill, or for sale.

• If not removed off site, solid waste or constructi'on debris shall be disposed of only at sites identified and approved by the. Construction Supervision Consultant and included in the solid waste plan. Under no circumstances sh~ll the contractor dispose of any waste materials in environmentally sensitive areas, such as in areas of natural habitat or in watercourses. ,

8. Chemical or • Chemical waste of any kind shall be disposed df at an approved appropriate sanitary • Decision No. hazardous wastes landfill site and in accordance with local legislative requirements. The Contractor shall 23/2006/QD-B1NMT

obtain needed disposal certificates. I with list of hazardous

• The removal of asbestos-containing materials I or other toxic substances shall be substance performed and disposed of by specially trained and certified workers. • Circular No.

• Used oil and grease shall be removed from site and sold to an approved used oil 12/2011m-B1NMT recycling company. on management of

• Used oil, lubricants, cleaning materials, etc. frbm the maintenance of vehicles and hazardous substance machinery shall be collected in holding tanks and:removed from site by a specialized oil • World Bank recycling company for disposal at an approved haZardous waste site. Environmental, Health

• Used oil or oil-contaminated materials that couId potentially contain PCBs shall be and Safety Guidelines: securely stored to avoid any leakage or affecting workers. The local DONRE must be Waste Management; contacted for further guidance. Hazardous Materials

• Unused or rejected tar or bituminous products shall be returned to the supplier's Management; production plant. Construction and

I

• Relevant agencies shall be promptly informed of any accidental spill or incident. Decommissioning

• Store. hazardous chemicals appropriately and wit appropriate labeling, and in locked contamers. .

57 --T--------------------~

9. Management of dredged materials

10. Disruption of vegetative cover and ecological resources

, ,

• Appropriate communication and training programs should be put in place to prepare workers to recognize and respond to workplace chemical hazards

Prepare and initiate a remedial action following any spill pr incident. In this case, the contractor shall provide a report explaining the reasons for the spill or incident, remedial action taken,

consequences/damage from the spill, and proposed corrective actions.

• Dredging plan should be established including tiqle schedule, method statement to meet I •

the requirements of traffic safety, public health, mid environmental sanitation. In order to ensure dredging that is consistent with environm~ntal regulations, key decision makers (local authority, DONRE, utility company, CSC,! etc.) must be involved and concur in each key decision point in the process leading tq preparation and implementation of a I •

plan. • Characteristics of sludge/sediment should be determined by sampling and analysis if not

already fully evaluated during the EIA. Sludge tha~ is heavily contaminated would require measures that go beyond the scope of thes~ ECOPs.· I •

• Ensure that dredged material management plans incorporate environmental considerations in the identification of short-term and long-term disposal alternatives, consider methods to reduce dredging, and maximize the beneficial use of dredged materials. I I •

• Leachate from dredged materials should not be allowed to enter watercourses without appropriate filtering or treatment.

• Collected dredged materials have to be processed, as per Vietnamese regulations on waste collection, to ensure safe and environmentally secure transportation, storage, treatment and management

• Those involved in handling of sludge should b9 specialized and have certification of sludge handling. Guidelines for certification of !!ludge handling is in the Circular No. 12/20 ll1TI-BTNMT on management of hazardoq::; substance

• Sanitary landfill sites should meet technical req\lirements, based on level of potential contamination. In the case of disposal at a dumpsite, a haZardous cell may need to be constructed if sludge is contaminated by heavy m~tals,

• The Contractor shall prepare a Clearance, Re-ve~etation and Restoration Management I •

Plan for prior approval by the Construction Sup,ervision Engineer, following relevant regulations. This plan shall be approved by the Construction Supervision Consultant and followed strictly by contractor. Areas to be c1e~ed should be minimized as much as I.

~

58

Decision No. 2312006/QD-BTNMT with list of hazardous substance Decree No. 59120071ND-CP on solid waste management Circular No. 1212011/TI-BTNMT on management of hazardous substance World Bank Environmental, Health and Safety Guidelines: Waste Management; Hazardous Materials Management; Contaminated Land; Community Health and Safety; Construction and Decommissioning

Law on Environment protection No. 52/2005/QHII World Bank

possible. Environmental, Health

• The Contractor shall remove topsoil from all ar('fas :where topsoil will be impacted by and Safety Guidelines: construction activities, including temporary activities :'such as storage and stockpiling, Construction and etc; the stripped topsoil shall be stockpiled iIi areas agreed with the Construction Decommissioning Supervision Consultant for later use in re-vegetation; it shall be adequately protected

I while it is stored. I

• The application of chemicals for vegetation clearing is not permitted. I

• Prohibit cutting of any tree unless explicitly authorized in above-referred plan.

• When needed, erect temporary protective fencin~ to effectively protect all trees before commencement of any works within the site. I

• No area of potential importance as an ecologicdl resource should be disturbed unless there is prior authorization from CSC, who shoula consult with PPMUs, IEMC and the relevant local authorities. This could include b~eeding or feeding areas of birds or animals, fish spawning areas, or any other area that is protected as a green space.

• The Contractor shall ensure that no hunting, trapping shooting, poisoning of animals takes place on the construction site or by the workers.

11. Traffic management • Before construction, carry out consultations with the affected local government and • Law on traffic and communities and with the traffic police. transportation No.

• Cover any significant increases in number of vehicle trips must in a construction plan. 23/2008/QH12 I

For routing of construction traffic, especially of heavy vehicles, take into account • Law on construction sensitive sites such as schools, hospitals, temples, .churches and markets. No. 16/2003/QHll

• Install lighting at night, if necessary, to ensure safe traffic circulation. • Decree No.

• Place signs around the construction areas to: facilitate traffic movement, provide 2212010nT-BXD on directions to various components ofthe works, and provide safety warning signs. regulation of

• Use safe traffic control measures, including road/rivers/canal signs and flag persons to construction safety warn of dangerous conditions. • World Bank

• Avoid the transport of construction materials duriJg rush hours. Environmental, Health I

and Safety Guidelines: • Provide separate passageways for pedestrian~ and vehicles within and outside construction areas to allow easy, safe, and apprqpriate access. Signs shall be installed Community Health and appropriately in both water-ways and roads where/necessary: Safety

12. Interruption of • With regard to planned and unplanned interruptipns to water, gas, electric power, and • Decree No. utility services internet services, the Contractor must undertakl:: prior consultation and contingency 73/20 1 OIND-CP on

--... --... -.- -Elanning with local authorities about the consegdences of a Earticular service failure or administrative

, !.

59 j---

13. Restoration of affected areas

[---14. Workers' and Public Safety

• •

• • • • • •

disconnection. Coordinate with relevant utility providers t9 establish appropriate construction schedules. Provide information to affected households on; work schedules as well as planned disruptions at least 5 days in advance. i Avoid interruptions of irrigation water supply to agricultural 'areas. Ensure alternative water supply to affected residents in the event of disruptions lasting more than one day. ! . Report any damages to existing utility systems of cable to authorities concerned, make sure they are repaired as soon as possible. I

Restore cleared areas such as borrow pits which are no longer in use, disposal areas, site I. facilities, workers' camps, stockpiles areas, workir~g platforms and any areas temporarily occupied during construction of the project works; use landscaping, adequate drainage and re-vegetation. . [. Start re-vegetation at the earliest opportunity, and select appropriate . local native plant

species for the re-planting and restoration of the natural landscape. Spoil heaps and excavated slopes shall be re-profiled to stable batters, and grassed to prevent erosion. Landscape all areas affected by construction ~d undertake any necessary remedial

works without delay. Plant trees on exposed land and on slopes to prevent or reduce land slippage or collapse

and keep slopes stable. , Remove any soil contaminated with chemicals or hazardous substances and transport it

to waste disposal areas for burial. Restore all damages to road and bridges caused b~ project activities. Comply with all Vietnamese regulations regarding workers' and public safety. I •

Prepare and implement action plan to cope with riSks and emergencies Have emergency first aid equipment available at cbnstruction sites. Train workers in occupational health and safety re~ulations. Ensure that workers wear / use appropriate personal protective equipment (PPE), such as I. safety glasses, face shields, hard hats, safety shoes, etc. Ensure that ear pieces (noise protection ear muffs) are provided to and used by workers who use noisy machines such as piling hammers, for workers' protection. During demolition of existing infrastructure, workers and the general public must be

T

60

penalization security and society issues

Law on Environment protection No. S21200S/QHIl World Bank Environmental, Health and Safety Guidelines: Construction and Decommissioning

Decree No. 2212010m-BXD on regulation of construction safety Instruction No. 02 /2008/CT-BXD on safety and sanitation issues in construction agencies

protected from falling debris by measures such as warning signs, chutes, traffic control, • TCVN 5308-91: barriers and restricting access. ! . Technical regulation

• Install fences, barriers, warning/prohibition signs ~ound construction sites with potential on safety in dangers to the public. I construction

I

• Provide safety measures through installation of fences, barriers warning signs, lighting • Decision No. system against traffic accidents as well as other ri~ks to the public. 96/2008/QD-TIg on

• Remove hazardous conditions on construction sites that cannot be controlled effectively clearance ofUXO. with access restrictions, such as covering small openings and ensuring means of escape • World Bank from larger openings, such as trenches or open excavations. Environmental, Health

• Ensure visibility of workers through their use of high visibility vests when working in and Safety Guidelines: heavy equipment operating areas. Occupational Health

• Ensure that moving equipment is fitted with audible back-up alarms. and Safety;

• When work is done in confmed spaces, suc» as deep excavation (trenches) use Community Health and

dewatering, adequate side-wall supports (shoring) and slope gradients that minimize the Safety; Construction

risks of collapse, entrapment or drowning. and Decommissioning

• Provide safe means of access and exit from excavations through graded access, or stairs and ladders.

• Train and use temporary fall prevention devices, such as rails or other barriers when working at heights greater then 2 meters.

• Conduct sawing, cutting, grinding, sanding, chipping or chiseling with proper anchoring and guards, i.e. safety glasses

• Implement good housekeeping practices on sitb, such as sorting and placing loose construction materials and debris in established ar~as away from footpaths.

• Locate electrical cords and ropes in common area~ and marked corridors.

• Clean up excessive waste, debris and liquid spills regularly.

• If explosives and blasting will be used, evacuat1 work areas during blasting, use blast mats or other means to minimize flying rock if w . rk is conducted in proximity to people and structures. Use warning signs and standard! procedures to secure site. Additional mitigation measures and safety precautions maybe required.

• If previous assessments indicate there could be uriexploded ordinance (UXO), clearance must be done by qualified persormel and as 'per detailed plans approved by the Construction Engineer.

15. Communication with • Maintain open communications with the local government and concerned communities; • Decree No.

i local communities the contractor shall coordinate with local authorities (leaders of local wards or 73/20 1 O/ND-CP on I

61

16. Chance find procedures

communes, leaders of villages) the agreed schedules of construction activities at areas nearby sensitive places or at sensitive times (e.g., religious festival days).

• Copies in Vietnamese of these ECOPs and of ollier relevant environmental safeguard documents shall be made available to local commimities and to workers at the site. I •

• Reduced playground space, loss of playing fields land car parking: The loss of amenities during the construction process is often an unavordable source of inconvenience to users in sensitive areas. However, early consultation with those affected, provides an opportunity to investigate and implement alternatives.

• Disseminate project information to affected parties (for example local authority, enterprises and affected households, etc.) through community meetings before construction stru1s;

• Provide a community relations contact from whom interested parties can receive information on site activities, project status andprbject implementation results;

• Provide all information, especially technical fmdings, in a language that is understandable to the general public and in a form that is useful to interested citizens and elected officials through the preparation of fact sheets and news releases, when major findings become available during project phase;

• Monitor community concerns and information requirements as the project progresses; • Respond to telephone inquiries and written correspondence in a timely and accurate

manner; • Inform local residents about construction and wqrk schedules, interruption of services,

traffic detour routes and provisional bus routes, blasting and demolition, as appropriate; • Provide technical documents and drawings to afffcted communities, especially a sketch

of the construction area and a copy of the EMP fOJ; the construction sire; • Notification boards shall be erected at all constru6tion sites providing information about

the project, as well as the contact information of ~e site managers, environmental staff, health and safety staff. Telephone numbers and other contact information must be provided so that any affected people have the channel to voice their concerns and suggestions.

If the Contractor discovers archeological sites, historica~ sites, remains and objects, including graveyards and/or individual graves during excavation ?r construction, the Contractor shall:

• Stop the construction activities in the area of the chance fmd;

Delineate the discovered site or area; . .. I . Secure the site to prevent any damage or loss of removable objects. In cases of

• •

62 -

administrative penalization security and society issues World Bank Environmental, Health and Safety Guidelines: Community Health and Safety; Construction and Decommissioning

Law on Cultural Heritage (2002) Law on Cultural Heritage (2009) for supplementary and reformation

removable antiquities or sensitive remains, a night guard shall be arranged until the responsible local authorities or the Department of Culture and Information takes over;

Notify the Construction Supervision Consultant ~ho in turn will notify the responsible local or national authorities in charge of the cultUral property in Viet Nam (within 24 hours or less); i Relevant local or national authorities, once they ~ave been ~otified, will be responsible for protecting and preserving the site before Ideciding on subsequent appropriate procedures. This would require a preliminaIJ'l evaluation of the findings to be performed. The significance and importance of the fmdings should be assessed according to the various criteria relevant to culturhl heritage, such as aesthetic, historic, scientific or research, social and economic values;:

Decisions on how to handle the finding shall be! taken by the responsible authorities. This could include changes in the layout of the work (such as when finding an irremovable remain of cultural or archeological importance) conservation, preservation, restoration and salvage;

If the cultural sites andlor relics are of high value 'and site preservation is recommended by the professionals and required by the culturall relics authority, the Project's Owner will need to make necessary design changes to accommodate the request and preserve the site;

I

Decisions concerning the management of the fmding shall be communicated in writing by relevant authorities;

Construction works could resume only after pe~ission is granted from the responsible local authorities concerning safeguard of the

63

, I

. i

I

·1 ,

• Decree No . 98120101ND-CP for supplementary and reformation

ANNEX 2: Guidelines for the Preparation of a Dredged Materials Management Plan (DMMP) for Contaminated Sludge

To ensure that dredging, transportation, and disposal of contaminated sludge will not create adverse impacts on local residents and the environment, a guideline for the preparation of a DMMP is provided below. If during the environmental assessment stage, contaminated material is identified in the water body to be excavated, the detailed design will include a comprehensive testing program and the development of a DMMP, reflecting the guidelines below. The detailed DMMP shall be prepared by the contractor in consultation with the PMU and the World Bank prior to commencement of civil works.

The main environmental and social issues related to contaminated dredged materials are: (a) pollution during the transport of the dredged materials from the, dredging site to the disposal area; (b) potential increase in turbidity and pollution of the ambient water in the lakes/canals during dredging; (c) odors and other nuisance to local residents; and (d) potential improper use of contaminated sludge for public infrastructure works' or in residential areas. To facilitate the preparation of a DMMP given that the activities will be carried out in an urban area and/or in an existing water body that may be used by other

- --water users, the following-important aspects must be considered: - . -------------------- --~------- -.-------.

• Assess the quality of the sediments. This assessment must be carned out to confirm that the sediments do not include large amounts of environmentally harmful materials, such as heavy metals and/or other toxic substances. If the materials are found to be above the thresholds for heavy metal~ or toxic substances stipulated by the national standards, a special disposal plan should be prepared, together with a monitoring plan. The special disposal plan should also include a program to protect the residents in nearby communities from using the dredged materials for house construction or gardening. The bottom sediment/sludge samples will be analysed for key pollutants according to the Vietnamese national standards. The sampling and analytical methods should be in line with the Go V regulations while the number of sampling locations will depend on the risk levels for each specific site. The number of samples to be analysed will be determined by the proposed volume of dredging as follows:

Volume of Dredged Material in m3 No. of Sediment Samples

Up to 25,000 3

25,000 to 100,000 4-6

100,000 to 500,000 6-10

500,000 to 2,000,000 10-20

For each 1,000,000 above 2,000,000 Additional 10

• Identify the land available for the disposal of the dredged materials. The DMMP should identify the landfill sites and/or land that would be suitable for the disposal of dredged materials in line with the level of risks associated with it. Public land, land

for construction of rural roads or other public works, or private land, may be used, if the affected landowners agree. If the risks due to contamination of the sludge are high, the sludge must be disposed of at sanitary landfills.

• Prepare a dredging and transport plan. The dredging procedures and transport plan will outline the following: (a) dredging methods (pipeline, water pumping before digging, etc.), mode of transport to the disposal areas and/or temporary storage sites. If trucks are used, indicate proposed transport routes from the dredging site to the disposal area, (b) time and hours of operation, (c) types of barges or vehicles/trucks and proposed measures to reduce the leakage of the dredged materials from the transport trucks, (d) contractors' responsibilities for cleaning the roads and carry out remedial works if necessary, and (e) a communication plan for the nearby communities, including contact numbers for lodging complaints.

• Temporary storage/disposal for uncontaminated sediment/mud The dredged materials are in a mud-like state before settling for 24 - 48 hours. All drainage water from the temporary storage on land shall be discharged back to the canal/lakes. For highly contaminated sludge, or sludge containing organic materials that generate strong odors, the dredged materials should be hauled by closed tanker trucks away from the ~~onstruction site as soon -as· possible;~-For-bottom sediments· with a ~low -content~-----~----------organic materials, the dredged sediments will be transported to a containment area which is appropriately located and properly designed and of an adequate size. A monitoring plan for tracking the disposal of highly contaminated materials, if any are present, will also be prepared.

• Identify key areas and/or facilities (businesses, schools, public services, etc.) that are sensitive to dredging and transport of dredged materials. The DMMP shall include an inventory / analysis of the potentially affected local businesses, access to water, and transport due to the dredging operations, and provide a plan to mitigate and/or compensate for the disturbances. The plan should include all measures necessary to avoid impacts on local transportation and water supply, and access to local residents as much as possible.

• Identify other water users. In areas where dredging may cause negative impacts to these water users, the respective subproject owner is required to inform/consult them and develop a series of actions to address their concerns, including water quality monitoring in the DMMP.

65