E932
l ~             -   ____    ____          Volume 4
TIE, SOCIALIST RITUBLIC 01F VIEJI'NAM
l        |                  MINISTRY OF CONSTRUCTION
VIETNAM URBAN WATER SlUPPLY DEVELOPMENT PROJECT
(1P073763)
l                Environmental Assessment
l                                   (EA)
l                          HA NAM SUBPROJECTS
I
I
M'Ianiagemenlt Board
l                       AVatcr Su pply IDevelopmiienit PIroject
I l
lIt                        _i4r
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l l                                                                        TABLE OF CONTENT
i. Hanam     subproject background information ..................5.......................................5
1. I. Stibproject 1. water sLipply development for lioa mac distict town ...................................          .........5
1.1.1. Bi ief Description of Subproject 1: .........................................................5
1.1.2. Water Supply arid Sanitation Stattis in Hoa Mac District Town ................6..........                    .  .     6
*                                   1.1.3. Selection of Supply Sources .........................................................7
1.2. Subroject 2.          water development for dong van district town ..........................................      ..... 10
|                                   1.2.1. Brief Description of Subproject ......................................................... 10
1.2.2. Water Supply and Sanitation Status in Dong Van District Town ...................................... 11
1.2.3. Selection of Water Supply Source ........................................................                         12
1.3. Subroject 3:          water development foi Vinh tru district towni ..................................................  14
1.3.1. Brief Description of Subproject ........................................................ 14
1.3.2. Water Supply and Sanitation Status in Dong Van District Town ...................................... 15
1.3.3. Selection of water source ........................................................                                16
1Il Criteria for screening subproject .........................................................                                                              17
ll. Environmental Impact and Mitigation Measure .........................................................                        18
3|III. 1                              Environmental Impact During Site Clearance Stage ........................................................               18
111.2 Environmental Impact during Construction of WTP and Network                                    ................ 19
i                  |                111.2.1 Impacts on Soil Environment, PM               and Noise; Mitigation Measures ................................ 19
111.2.2  Impacts on inundation, hydrogeological regimes ........................................            ................ 20
111.2.3 Nuisance to Local People, Traffic Congestion and Harm                     to Infrastructure . .................... 20
111.3 Im1pacts during Operation Phase ........................................................                               21
111.3.1 Increased infiltration of pollutants into aquifers (in Quynh Coi, Hung Ha DT) ................. 21
111.3.2 Impact during WTP's Operation .......................................................... 22
111.3.3 Assessment of Settlement ......................................................... 22
111.3.4 Mitigation Measures during Operation Phase .........................................................              23
IV. Environmental Management Plan ........................................................                                       26
IV. 1.Administrative aand Legal Frame ........................................................                               27
IV. 1.1 Legal frame for Environmental Management: ........................................................                27
IV.1.2 Administrative Frame for Environmental Management .................................................... 27
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IV 2 EMP Iiplemienltatiol              .         .         .28
IV.2.1. Implementation    ....................................................... 28
IV.2.2: Institutional Arrangeinent of Environmental Monitoring and Reporting  ... 29
| IV.3. EMP Reporting Reqtuirements ....................          ........................................ 30
V. Environmental Monitoring and Reporting .      .      .31
* V. 1 Environmental Monitorinig anid Reporting durinig Conistictioln Stage           .   .   .31
V 2 Environnmenital Monitoring and Reportinig dLuring Operation Phase .   .   .    32
V.2.1 Monitoring and Reporting on Raw Water Qality .32
V.2.2 Monitoring and Reporting of Treated Water Quality  .   .     .33
V.2.3 Monitoring of Noise, Air and Waste Sludge .33
V.2.4 Monitoring of Drawdown .33
V.2.5 Institutional Responsibility for Water Moitoring .33
V.2.6 Urgent Rescue Measures .34
VI. T       raininig Progra. .34
IV. Conclusion .34
Appendix 1: Water Analysis Results
Appendix 2: Subproject Contenits
Appendix 3: Environmental Permit
Appendix 4: Public Consultation
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I I
Abb hr evi ationos
CES              Consultant Environmental Specialist
DONRE            Department of Natural Resource and Environment.
|                        QD             :Decision(inVietnamese)
EA               Environmenital Assessment
EMP              Environmental Management F'lan
EO               Environmental Officers
MOC              Ministry of Construction
MOH              Ministry of Health
MONRE            Ministry of Natural Resources and Environment
PWC              Provincial Water SuIpplY and Sewerage Company
PM               Particle Matters
TCVN             Vietnamese Standards
TS               Technical Supervisor
WTP              Water Treatmenit Plant
WB               World Bank
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|                                           SUBPROJECTS SCREENING
BASED ON EXCLUSION CRITERIA
l
1. HANAM SUBPROJECT BACKGROUND INFORMATION
l                        Fig.1: Subprojects Locations in Ha Nam Prvince
3                 1. 1.Subproject 1: water supply development for hoa mac district town
(Ref. Drawings in Appendix 11.1)
Subprojects locations:
- Province:            Ha Nam
- District:            Duy Tien
I l l                          - Commune (town):     Hoa Mac
1.1.1. Brief Descrjition of Subprolect I
The proposed subproject aims at providinlg clean water suipply systems for some 3,600 inhabitants in
937 households in Hoa Mac district town. This subproject is expected to supply sufficient water for
! |                domestic, commercial and industrial purposes of local community in adherence to national planning
guidelines.
Piped water shall be supplied round the clock with minimum pressure of 1 Om and be treated as per
Clean Water Standard of the Ministry of Health given the supply source capacity in Hoa Mac of some
I |                800mn3/day. The Subproject also encourages; installation of septic tanks with support from rotation
funds with the aim to enhance sanitary condition and enhance awareness on community health.
i  *               Capital cost is relatively high as the unit prices increase at district level because the facilities capacity
is small and population density here is lower that that in urban areas. However, the operation cost is
equivalent to current level thank to savings from effective performance which will offset high capital
cost of a small-size facility.
-I                 The WB asks for participation of at least 60%/o of population to execute the subproject. In Hoa Mac
district town, as much as 60%   of local inhabitants is reportedly willing to pay 27,000
VND/month/household for piped water. The implementation of subproject in Hoa Mac is then
feasible.
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Cost:
I                        - Investment         :      6.104.200.000 VND
j                        - Investment rate           7.63 million VND/1m3/day
- Operation by 2015  :      1.344.000 VND/m3
1                 ImpJementation periods: 3 phases
- Phase l: to 2005 -Preparation of investment procedures
- Phase Il: 2005 - 2010  - Implementation
- Phase IlIl: 2010- 2015  - Implernentation
Subproject contents and work volume to be executed in Hoa Mac:
Contents                     2006             2010
|                  ~~~~~~~~Water Treatile lit Pila nt (m3/day)  400_           800
I~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~   .....  _ __  _                                         - ...........................   ..,..  , _,._
Tank           (m_ 3)_-_--_--._.100                         200
Clean water Pumping Sta. (m3/hr)          26,1              52,2
Network         (mii)
D= 150mm                      20                 -
100 mm                       260               -
80mm                        240                -
65mm                        570                -
50mm                       1.030               -
I                                        40mm                       2.500             850
32mm                       1.490               -
25mm                       12.718           14.142
20mm                       2.010             1.800
Connection of meter C              633               554
1. 1.2. Water SuppIy and Sanitation Status in Hoa Mac District Town
Water supply status
I                  Site survey and investigation show that:
- 40% of households use shallow drilled wells of 22-25m (hand primp) or deep drilled well
|  1010 (electric pump) at district People's Committee arid H--lealth Clinic
- 50% of household use dug well , and
11



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I_
-Suirfacewater:
Hoa Mac is associated to 4 rivers namely: Red, Nhue, Chau Giang river and Duy Tien channel.
+ Red River: lies some 4km east of Hoa Mac district town, with average flow of 3.200m31sec. The
river is rather large, with availability ancl quality ensuring for domestic water supply. However, during
rainy and flood seasons, the concentration of suspended matters is relatively high, not favorable for
raw water collection, conduction as well as treatment.
+ Nhue river: oiiginates from Lien Mac gate in Flanoi, stretching 74km long and merges into Day
river in PlLi Ly. T he river also has a brancih connected to Chau Giang, flowing across Hoa Mac. Rive
bed is some 35-40m wide.
+ Chau Giang river links with Red River via Chau Giang gate.
+ Duy Tien chaninel or called Hoa Mac river: is a small river, some 50m wide and 21m long, flowing
across Hoa Mac district towin. This river is connected with Nhue river at Cau Gie (Gie bridge), and
another branch linking to Chau Giang arid Nhue river at Phu Ly provincial town.
Consultants has carried out survey and sampling and analysis of Hoa Mac river water. Analysis
results reveal that Hoa Mac river water is seriously polluted due to its close association to Nhue river,
which bears direct influences of urban, industr-ial wastewater from Hanoi, Ha Dong arid traditional
handicraft villages along the river. Flow direction of Hoa Mac river depends on operation regime of
Chau Giang gate, lying some 4 km away and linking to Red river. Hoa Mac river has turbidity of 25
NTU, NH4' value is 1.1mg/l with reported organic pollutants froml urban and industrial areas. The
Phenol content reaches 0.0064mg/I. Aloni( the tow sides, numerous sanitation work of local
residents are reported.
I                  Table 1.1 below and Appendix I (Table 1 and 2) present the analysis results of groundwater and river
water samples in Hoa Mac district town.
*                  -  Rainwater is not entirely clean as flowing down from roofs and storing in unclean containers.
Excluding first rainy days, later falling amount is however considered to be clean.
-  As the results, in addition to rainwater used by households, the subproject has selected
groun-idwater at depth 80m for centralized siupply because of good quality arid sufficient quantity.
I                     Groundwater is generally not polluted, or at minor level and be treatable. Treatment process
comprises mainly of aeration, flocculation, rapid filtration to remove iron and Mangan; then
|                     sterilization.
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I
U                                  Table 1.1. Assessment of Water Quality in Ha Nam Province
District/Provinci  Water    Turbiclit    Ci-       Fe       NH4+     E.Coli  Legend
al Townsl Data   Sources       y       (Ing/I)   (mng/I)   (mg/l)   (MPNI
Sources                   (NTU)                                  1 OOmI)  __
PHuiy/PWC
Day River
- Sample 1      Surface     129        27        1.8       4
- Sample 2      Surface     228        -        1 8        3
- Sample 3      Ground              570-620    15-39    0.4-3.5
Dong  Van   -. _-_-                   _-           _      __        _  _
3                    Nhue Ri. /PWC    Surface      35        26        1.5      11.2       -
Nhue Ri.lBVI     Surface     30        21        0.7       1.4       27      High
Frozen factory   Ground      125        58       21.6       18        -      phenol
I                        (PWC)
Frozen factory   Ground       80        53        26        -         9       High
(BVI)                                                                    phenol
Mr. Thorn      Ground       -                   5.6       6        27
(BVI)
I                       Hoa mac
Chau Giang river  Surface                                                      High
;  |                      (BVI)                     25        21        0.3      1,1       15      phenol
(PWC)                      -        200       2-8        -         -      High
UNICE         Ground      45         71       16.8      1.7       0       Phenol
F well  (BVI)
Vinh tru Chau
I |                     Giang river     Surface
(BVI)                     16        35        0.1      1,3       39       High
3                         (PWC)                    High       High      High                       Phenol
UNICEF well        Ground      55        74        7.2        9        4       High
(BVI)                                                                         Phenol
I                        Deep well      Ground       -        939        27        17
BVI)
3                     _Legend:   PWC   Provincial Water Company
BVI: Black &Veatch Internationial
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|                                            SUBPROJECT SCREENING
I                                        BASED ON EXCLUSION CRITERIA
1.2. Subroject 2:    water development for Dong Van district town
(Ref. Drawings in Appendix 11,2)
Subproject location:
- Province:                  H-ia Naiim
- District:                  Duy Tien
- Commune (town):            Dong Van
1.2.1. Brief Descrirtion of Subproiect
I                The proposed subproject is to provide clean vvater supply systems for some 3,600 inhabitants in 937
households in Hoa Mac district town. This subproject is expected to supply sufficient water for
domestic, commercial and industrial purposes of local community in acdherence to national planning
guidelines.
Piped water shall be supplied round thie clock with minimnum pressure of 10m and be treated as per
Clean Water Standard of the Ministry of Health given the supply source capacity in Hoa Mac of some
1,100m3/day..
The WB asks for participation of at least 60% of population to execute the subproject. In Hoa Mac
|                district town, as much as 60%   of local inhabitants is reportedly willing to pay 23,000
VND/ionith/househiold for piped water. The implementation of subproject in Hoa Mac is then
feasible.
Other information is similar to that in Hoa Mac district town
Implementation of Subproject in Dong Van also feasible.
Cost:
- Investment:                             7.380.160.000 VND
Investment rate:            6.71 mil1iion VND /1m3/day
- Operation in 2015:               1,083.000 VND/m3



Implementation time: 3 phases:
- Phase I: to 2005 -Preparation of investment procedures
- Phase 1I: 2005 - 2010
-Pliaselll:2010-2015
Subproject content and volume:
Contents                     2006             2010
Water Treatment Plant (m3/day)      _     550 _            1100
Tank            (m3)                      150              300
Clean water Pumping Sta. (m3/hr)          34,8 _     __     69,6
Network         (m)
D= 150niin                    40
125mm                        40
100 mm                      870                -
80mm                       2.530             300
65mm                       1.720            1.020
50mm                        260              920
40mm                       1.050            1.830
32mm                       1.500            2.755
25mm                       9.689            19.073
20mmiiii                   1.441
Connection to meter C              817              712
1.2.2. Water Supply and Sanitation Status in Dong Van District Town
Water suipply statLls
Site survey and investigation show that:
- 84% of households use shallow drilled wells of 22-25rn (hand or electrical pumping),
-7% of household use dug well, and
- 66% ownls rainwater taniks.
Besides, surface water from small ponds, lakes or Chau Giang river water is also used for domestic
purposes (washing, cleaning, etc)
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Each househiold then have access to two water resources.
At Frozen Factory in Dong Van district town, there are tWD treatment facilities with 04 number 25m
dJeep, lOOmm dia drilled wells with design capacity of 20 m3/h each. Currently, the Factory only run
3                  1-2 wells. Treatment process includes aeration by spraying, rapid filtration and secondary pumping.
Drainage and sanitation status
Most population in Hoa Mac district lives along traffic road, thus a drainage network here is almost
absent. Rainwater, domestic wash wastewater gravity flows and drains to river, gardens and nearby
fields.
I                  Following sanitation works present in Hoa Mac district town:
I                           - 31% of population has toilets with septic tank,
- 16 % has latrines with composting,
- 1 3% has latrine of open pit type,
- 17% has flush toilet,
*                           - 20% has latrine, and
1                           - 3% has no toilet.
1.2.3. Selection of Water Suppl\ Source
Survey results by design Consultants (BVI vp VIWASE) show that:
Groundwater:
I                   +  Holocene aquifer presenting in Dong Van district town comprises of fine and medium sand,
lalluvial clay with depth ranging from 1 0-40m, averaging 1 7m. Static water is subject to seasonal
|                      fluctuation fi-om 1.05-1 .4m. Some test drilling show that exploitation capacity may reach 25m31h.
*  F'leistocene aquifer present at depth 45 - 50m. In Dong Van area, the depth of this aquifer is
28.5m with relatively high conductivity. Static water table is recorded at 1.4-2.5m, subject to
seasonal fluctuation. Tested flow may reach 34.7litter/s, Concentration of NH4' is 6,25mg/I, Fe?-
I |                    = 11,9mg/I, Cl- = 954mg/I. The deeper the layer, the higher the senility level. In the area of
Frozen Factory, capacity of exploitatino well is 20m3'h, iron content reaching 26 mg/I (table 1.1).
|                      The Holocene aquifer is 0 - 25m deep, averaging 8 - I5lm. Static water table is 2 - 3m.
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Surfacewater
Surfacewater source near Dong Van is Nhue river. Nlhue river serves as the drainage river for Hanoi,
Ha Tay and Ha Nam region. Nhue river bear the influences by direct urban and industrial wastewater
from Hanoi, Ha Dong and traditional handicraft villages along the river. Therefore, Nhue river water is
seriously polluted..
Design Consultants has surveyed and taken water samples from Nhue river. Analysis results show
that water is dirty, with signal of organic pollution from urban and agricultural sector. The Phenol
content reaches 0.008 mg/I. Analysis results by Center for Environmental Engineering of Town and
Industrial areas (CEETIA) show that in [)ong Van, BOD5 content in Nhue river is 10 - 25 mg/I, COD
15- 40 mg/i.
Groundwater and Nhue river water in Dong Van is presented in Table 1.1 and Appendix I (and Table
3,4,5)
- Rainwater is not entirely clean as flowing down from roofs and storing in unclean containers.
Excluding first rainy days, later falling amount is however considered to be clean.
As the results, in addition to rainwater used by households, the subproject has selected Holocene
groundwater aquifer at depth 25m for centralized supply because of good quality and sufficient
quantity. Groundwater is generally not polluted, or at minor level arid be treatable. Treatment
process comprises mainly of aeration, flocculation, rapid filtration to remove iron and Mangan; then
sterilization (ref drawinig in Appendix 11.2)
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3                                             SUBPROJECT SCREENING
BASED ON EXCLUSION CRITERIA
1.3. Subroject 3:    water development for Vinh tru district town
(Ref. Drawings in Appendi; 11.3)
Subproject location:
|                              - Province:                  Ha Nani
- District:                  Ly Nhan
*                              - Communie (town):           Vinh Tru
1,.3. 1. Brief DescriiDon of Subrproiect
The proposed subproject is to provide clean water supply systems for some 6,680 inhabitants in
1,310 households in Vinh Tru district town. This subproject is expected to supply sufficient water for
I                 domestic, commercial and industrial purposes of local commUnity in adherence to national planning
guidelines.
I                 Piped water shall be supplied round the clock with minimum pressure of 10m and be treated as per
Clean Water Standard of the Ministry of Health giveni the suIpply source capacity in Vinh Tru of some
1,200m3/day. The Subproject also encourages installation of septic tanks with support from rotation
funds with the aim to enhance sanitary condition and enhance awareness on community health.
|                 OCther general components are similar to Hoa Mac and Dong Van district town
The WB asks for participation of at least 60% of population to execute the subproject. In Hoa Mac
district town, as much as 60%   of local inhabitants is reportedly willing to pay 23,000
VND/rnonth/household for piped water. The implementation of subproject in Hoa Mac is then
feasible. Implementation of Subproject in Dong Van is therefore feasible.
Cost:
- Investment:                            6,628,370 VND
Investmnent rate:           5.52 million) VND /lm½1day
- Operation in 2015:               901,000 VND/rnm
1                                                         14



Implementation time: 3 phases:
- Phase I: to 2005 -Preparation of investment procedures
- Phase 1I: 2005 - 2010
-PhaselIl:2010-2015
Subproject content and volume:
Contenit                    2006             2010
Water Treatment Plant (m3/day)           600              1200
Tank           (m3)                       150              300
Clean water Pumping Sta. (m3/hr)         39.6             78.2
3                        Network        (mn)
D= 150mm                     260
100mm                      1,790
80mm                       900
65mm                       1,340             170
50mm                       970              220
40mm                       1,480            990
32mm                       1,450            2,410
25mm                      13,004           12,391
20mm                       1,820            2,870
l                               Connection to meter C             850              608
1 .3.2. Water SuIpjv and Sanitation Status in Dong Van District Town
|                Water supply status
Site survey and investigation show that:
|                      - 50% of households use shallow drilled wells of 22-25m (hand or electrical pumping),
- 50% of household use dug well, and
- 70% owns rainwater tanks,
Besides, surface water from small ponds, lakes or Chau Giang river water is also used for domestic
purposes (washing, cleaning, etc)
|               Groundwater and River water quality is presented in Table 1 and Appendix 1 (Table 6,7,8).
I                                                        IS



I~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~ftI
I 
Each household therefore has access to two water source
Drainage and sanitation status
Most population in Vinh Tru district lives along traffic road, thus a drainage network here is almost
I        -        absent. Rainwater, domestic wash wastewater gravity flows and drains to river, gardens and nearby
fields.
I                 FFollowing sanitation works present in Hoa Mac district town:
- 36% of population has toilets with septic tank,
- 12 % has latrines with composting,
- 45% has latrine of open pit type,
- 2% has flush toilet, and
*                  - 5% has no latrine.
1.3.3. Selection of water source
The results of survey by the designing consultants (BVI and VIWASE) show:
|                  " Groundwater source:
The Holocene aquifer in Vinh Tru area occurs at the depth of 0 - 35m, in a fine sand layer with an
I                  average thickness of 17m, a static water level of 2 - 3 ni below the surface. In general the water
sources is of low potential, commonly for extracting the groundwater from this aquifer, the
|households use small diameter UNICEF drilled wells with hanid pumps, which can extract up to 1 -
2m3/h. The results of analyzing the water samples from a 8 m deep drilled well at the district People's
Committee and some other UNICEF wells show that the iron, manganese and ammonium contents
are relatively high. The total iron content is up to 7.2 mg/l, Manganese 0.5 mg/l and the ammonium
content is 1.26 rng/l.
Besides the Holocene aquifer, in Vinh Tru area occurs also a Pleistocene aquifer with the depth of
45-70m below the surface, with the thickness of aquifer of 15 - 30m. Transmissibility coefficient is
I                  700 - 900 m2/day. However, this aquifer has been salinated. The salinity increases with depth. At
60m deep drilled well, the content of Cl- = 939 mg/I. Static water level is 2 - 3 m, dynamic water level
changes from 5 - 15m depending on place.
Surface water source:
At the Vinh Tru town there is only Chau Giang river. This is the main water source which may be
used to supply water for Vinh Tru town.
The quality of groundwater and water of Chau Giang river in Vinh Tru is described in Table 1.1 and
appendix 1 (Tables 6, 7, 8).
I~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~Ir



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*I
II/ CRITERIA FOR SCREENING SUBPROJECT
l
Table 11.1. Criteria for screening
No r                      Criteria                 _        Yes      J     No
Criteria for excluding the location of water treatment plant
1   Does thie sub-project cause major changes, or degradationi of         X
the niatLural habitats?
2   Is there any cultural relics in the project area ?                    X
3   Is the sub-project located in the flooded low area? (If there is no
feasible measure or effective cost for flood prevention)              x
4   Is the sub-project area is located in the center- of restricted area   X
l                ~~~~~~~?
5   If the sub-project cause changes or degradation of habitats:
- Is there any feasible measure for solution ?
- Is the benefit brought about by the sub-project miuci gyreater  X
l                       than the environment cost?                                            X
I                  Criteria for excluding the watersource
6   Is the water reserve insufficient due to the conflict of the water
use rights and other factor (for example, hydro-meteorological,       X
hydrogeological conditions)?
7   Is the matter that water quality does not meet the standards for
drinking water solved during the process of operating the water  X
treatment plant?
Finan cial requirements
8   Does the environmental consultants recommend to accept this
sub-project into the project?                              X
I                                                         17



111. ENVIRONMENTAL IMPACT AND MITIGATION MEASURE
111.1 Environmental Impact During Site Clearance Stage
1. Land acquisition
* Regarding Hoa Mac DT.
The proposed WTP, covering an area of 1,404.2m2, is located in a medicine shops, near Chau
Giang river banks, in Hoa Mac DT. Part of the WTP is residential land with existing households, the
rest is bare land. Land acquisition for the project, therefore, will create certain impacts on the daily
routines of households residing within the project area. However, if there are appropriate
compensation policy, this impacts will becomes minor ones.
Production Well Gl, G2 and trial wells, lying at interval of 200-250m, are along National Road 38, on
the land of the DT's Secondary School, Provincial Military Station and stadium. The total occupying
area of each well is small (200m2). After construction, some 1 2m2 shall be used for pumping station,
and the rest can be used for planting trees, installing fences, making protection belts, or even return
to the local authority. Thus, impact of land acquisition is negligible also.
The water distribution network is placed along roads/streets, usually oni or very near the sidewalks to
minimize site clearance. No land acquisition is, therefore, needed.
* Regarding Dong Van DT
The proposed WTP site is in adjacent to power plant, near river sides, provincial road 38 in Dong
Van DT. The entire WTP's area, which cover 1404.2m2, is agricultural land (rice), there shall be
certain impact on the households whose land is occupied by the project. However, if a proper
compensation plan is designed and applied, this impacts will become minor.
Well Gl, G2 and trial drilled well are along Provincial Road 60A and channel banks in paddy field of
Duy Minh comimlune. The interval among wells is 200-250m. The total area of well is small (300 M2)
After construction, some 12m2 shall be used for pumping station, and the rest can be used for
planting trees, installing fences, making protection belts, or even return to the local authority. Thus,
impact of land acquisition is negligible also.
The water distribution network is placed along roads/streets, usually on or very near the sidewalks to
minimize site clearance.
* Regarding Vinh Tru DT
The WTP and intake work are located in a land area adjacent to river sides, which is now used for
growing maize with area of 1404.2m2. Land acquisition anticipatedly exert influences on a number of
households. However, given the smiall acquisition area, these impacts are also minor.
l
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fI"7rt)ttemu i  ir frt 76n fAr,tk  Astibpro.reh
I__
The water distribution network is placed along roads/streets, usually on or very near the sidewalks to
minimize site clearance. The impact is therefore, minor and temporary
In short: Since the land acquired for construction of the project components (WTP, Network, wells
and surfacewater intakes) is small, the impacts on the environimeilt is minor.
2. Destruction of Vegetation Cover.
The land used for subproject constr-uctioni comprises miainly public commons, bare land and partly
agricultural land. During construction phase, the impacts on the vegetations cover in and outside the
proposed WTP, wellfields, and raw water conducting pipelines. The area of destructed vegetation,
however, relatively small, comprises mainly of wild weeds, dry crop and rices, the impacts are
unavoidable and accordingly minor.
111.2 Environmnental Impact during Construction of WTP and Network
11.2.1 Irppacts on oi Environment, PM  and Noise; M tigation Measures
During construction of WTP, collecting wells, and distribution network, the impact on soil, PM and
noise is minor as the work volume is small, wells are far away from each other (separate). The
contractors will apply technical measures to minimize impacts on the environment.
*                  In order to miniimize impacts on the soil environment, air emissionl and noise during construction
time, the following mitigation options shall be applied:
U                  - Mitiqation of PM
Restriction of generated particle matters during construction time: minimizing PM generation by
sprinkling, step-by-step construction, installation of temporary fences around the construction area,
well construction management and supervisioni.
- Control and Mitiqation of Exhaust Gases
|                  *  Do not use old machines (not registered and permitted by the Vietnamese Registry Agency) as
the exhaust gases shall exceed the permissible level.
I                  * |  Strictly observe standards and maintenance schedules (or use of alternative fuel) to reduce air
pollutants.
| I|               - Control and Mitiqation of Noise
3 |                 "  Restrict vehicles' speed within construction area to 5 - 10 km/h,
* Machines and equipment generating exceeding noise and vibration shall be allowed in day time
only. Operation from 10 pm to 6 am shall be prohibited, In the event that night working is needed
to ensure schedules or technical requiremnents, there must be permission of local authority.
*  Do not use old machines and equ-ipimient, as the generated noise shall likely be higher than
allowable level. The noise insult shall be maintaineld regularly.
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*  Install noise insulation devices in areas of high noise level (asphalt batching plant, concrete
batching station, roller, bulldozer, etc); and
*  Equip workers with noise insulting tools.
|                - Labor Safetv
All woikeers on the conistr uctionl site shall be trained on safety regulations and labor rules.
111.2.2 Impacts on inundation, hyc1geo gcpal regimes
I                 During constiuctioni of conducting and distribution Network, there shall be inevitable impacts on the
existing wastewater drains along roads, pal-ticularly the ones in DTs' centers. These influences are,
however, minor as the construction time is short and step-by-step construction methods are applied.
Besides, in case the distribution cut across the existing drains, temporary sewers shall be
constructed to prevent any possible impacts on water drainage.
111.2.3 Nuisance to Local People, Traffic Congestion and lHarrn to Infrastructure.
The supply pipelines for Thai Binh DT has comparatively srnall diameter of 100-150mm, specifically:
l   |             For Hoa Mac DT: 280m/20,558m
For Dong Van DT: 950m/17,990m
l                 For Hung Ha DT: 2,050m/20,964m
Supply water pipelines for Ha Nam DT mostly have small diameter (<80mm). Most pipelines are
buried on sidewalks at depth 0.5-0.7m. Excavated earth materials are refilled immediately on the
spot, and no transportation of surplus earth materials is needed. By doing so, no significant impacts
on the environmental are anticipated.
Installation of pipelines in crowded roads/streets in DTs' center shall likely create nuisance and
impacts on businesses and daily routines of local population, traffic movement, particularly in the
area crossing important traffic road (Hoa Mac DT National Road 38: intersection of Road 38 with
I                  Dong Hoa STr: Dong Van DT: Nguyen Huu Tuyen Str., internal roads of new urban area; Vinh Tru
DT: provincial and communal roads). These influences are inevitable. Construction time shall be in
3                  off-peak hours. In sensitive locations, construction shall be executed at night time. Constructed site
shall be recovered right after completion. In area where construction need longer time, temporary
roads shall be paved, using wooden plates or steel sheet to facilitate circulation of pedestrians.
I                  Surplus waste materials must be collected and disposed off properly. Materials for construction shall
be mobilized to the site just in prior to construction time. Sign boards shall be installed or flag men
provided to instruct traffic.
Construction sometimes necessitates destruction of pavemenit, sidewalks as well as other structures
|                  where the pipelines cross. In the event of this, proper methods will be proposed in the design to
minimize these impacts. After construction time, the contractors shall coordinate with relevant units
l
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to consolidate and restored the distutbed pavements, sidewalks to their initial conditions. Appropliate
measuir es shall also be taken to reduce the impacts on drainage sewers disturbed by the constructed
pipelines. If foundl necessary, temporary drains shall be constructed to ensure normal drainage for
the region.
111.3 Inmpacts during Operation Phase
111.3.1 I creased infiltraflon of rDoIlutuails ilob aciuifers (it) Quyvr)h  oi, Hung Ha DT)
Groulndwater (in Hoa Mac and Donq Van DT)
Water extraction from Qb aquifer (Hoa Mac DT) and Qa aquifer( Dong Van DT) may create
depression cones in aquifers. This will facilitate movement of water from upper aquifers as well as
surface courses from channels, ponds, lakes, paddy fields into deeper aquifers through hydro
geological windows. Infiltrating water from upper aquiler and surface courses contain soluble
pollutants, which can alternate the initial composition.
Most of the wells-area is formerly rice field and dry crop land, thus the infiltrating surface water will
likely take a certain amount of chemical fertilizers, agricultural chemicals, thereby polluting the
groundwater aquifers.
During extraction process, flow of underground courses increases substantially. When flowing across
area containing such acids as humic and fulvic, iron in water will react with these acids, creating
humic acid, sulphur or silica colloids, etc. This will reduce pH value in groundwater, create difficulties
for treatment of iron later on, and unpleasant smell and odor.
|                  Extraction also creates depression cones as mentioned above and raise the concentration of
pollutants. Movement of water form other part also increase dissolution of pollutants and lead to the
increase of some substances as As.
Suirface water (Vinh Ttu D T)
Sources of potential surface water pollution during operation phase comprises:
|  Domestic and production wastewater of local people residing along Tien Hung river sides, which
is within the protection zones of wellfields of Dong Hurig DT.
*  Water contains residues of agricultural chemicals and fertilizers from in-field channels. Normally,
local people apply some 20kg of fertilizer and 100kg of alkali/sao (360m2)/year to stimulate
paddy growth. Additionally, 0.5 kglsaolyear of pesticides are used. During fertilizing and
pesticide spraying process, residuals shall follow water courses and end up in Tien Hung river,
affecting water quality. However, this impact is minor as the amount of pesticides and fertilizer
*                      used is not much (25,000 kg of alkali and 5,000 kg of fertilizer) and for along time (2 crops/year)
arid mostly absorbed by trees, the residuals amount is very negligibly small.
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I  g  wiv;nfIiletfda c4i-ij11t ,Yjj I f lli (in' 766t q( , A tbP
I    _ _ _ _ _ _ __                                 _
111.3.2 Im  act durinq NLsOerto
*Impact on the Ai;- Noise and Vibration
During operation stage, the environmental pollutant sources are mainly form: Treatment of raw
supply water by using alum and other chemicals, noise and vibration from secondary pumping
station, air blower, etc. The noise level is moderate, affecting only direct well operators.
* Imipact on Water Envirotinmelnt
Wastewater from aeration constitutes a source of environmental pollution. This wastewater contain
Ihigh concentration of suspended solid, making water in and outside the WTP muddy. The wash-up
water shall be treated before discharging into the environment.
* Solid Waste
Solid waste generated during operation of the WTPs comprises:
Small volume of domestic waste (few staffs in WTP),
* Solid sediments from settling tanks and filters,
Sediments in filtration process includes mainly Fe203 and MnO2 residues. Others sediments likes
CaCO3 is negligible.
These sediments shall be dried up, packed and transported to prescribed disposal sites of the DT.
111.3.3 Assessment of Setiementi
As above mentioned, subprojects in Quynh Coi and Hung Ha DT use groundwater for supply.
Normally, there are two options during groLindwater extraction as follow:
Option One: (Scenario 1)
Groundwater is very abundant
Extraction with capacity exceeding allowable levels.
Land subsidence
|            ~~~~~Option 2 (Scenario: 2)
*                                                Groundwater is not abundant
I~~~~~~~~~~~~~~~~
Extrction in various location and exceeding tolerable limit
Interferences creating subsidence.
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|~~~~~~~~~~~~~~~~~fwhoieii                              lose.vowrid foi 76) (Oi,1 Attbpl | |r rh|
Regarding 2 subprojects in Hoa Mac and Dong Van, capacity is reported as:
-  Hoa Mac: 800 m3/day
-  Dong Van: 1,100 m3/day.
Extraction volume in these two district towns according to preliminary survey results is lower the
design capacity. Thus no risk of land subsidence is anticipated
I_13.4 Mitigation Measures durina Oneration Phase
Extraction Wells (Hoa Mac and Dong Van DT)
*  Keep periodical maintenance schedule, cleaning-up pump. When abnormal changes are
reported in wells, pumps, extraction pumping shall be stopped for careful examination.
*  Check the raw water quality regularly. When changes on water's chemical compositions,
particularly pollutant tracers are reported, the reasons should be quickly found and mitigation
taken. If there is no treatment method, or treatment is too expensive, the wells shall be closed
and sealed.
b. Measures for Reducing of Depression Cones (Hoa Mac arid Dong Van D7)
Drawdown of water in drilled wells in Thai Binh province can be attributed to the following reasons:
|  Exliatisfo of recharge sources
l  A number of wells are close to each other
l  The extraction volume exceeds the capacity.
*  During extracton tme, capacity of extracting wells is reduced due to sedimentaton of residues in water,
which seals up the screen pipes and reduce cohesion of stone near screen pipes.
The factors leading to the reduction of water capacity of drilled wells likes regional rapid economic
development, weather changes, etc is not within scope of this project. The only following measures
are proposed to enhance capacity of drilled wells during extraction time.
*  Calculation and well selection of wells location, which ensure sufficient water for long-time
supply.
|  Cleaning up of wells, in case the wells are sealed by materials with grain size bigger than the
Inets or holes on screen pipes, the screen pipes can be cleaned.
|  Chernical treatment of screen pipes: According to survey results, materials sealing the screen
pipes and cohesive soil and rock near the screen pipes are attributed to iron hydroxide and
Magnesium. During this process, Chlohydric acid with concentration from 18-35.2% shall be
used to change Iron hydroxide, CaCO3 from insoluble into soluble compound.
*  Propaganda and awareness raising on the responsibility of water sources protection, making
them well aware of the need to save water, reduce extraction capacity to ensure stable supply
sources.
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Besides raw water, other parameters shall also be monitored such as air, noise, vibration, domestic
wastewater, waste sludge and water flow.
V_2 Monitoriand         rpoing_of Treated Water Qua_t
Treated water quality shall be monitored regularly at reservoir before flowing secondary pumping
station to the Network. Water samples will be regularly taken and brought to the laboratory of Thai
Binh PWC for analysis. The main analytical indicators to be determined everyday will include: pH,
SS, NO2, NH,1, NO3. Cd, Pb, Cu, Zn, Mn, Fe, Phenol, Coliforn will be analyzed periodically every
month. Additional samples will be collected in the day if the customers have complains about the
water qtuality.
The quality of raw water and finished waler must be in compliance with the national standard on
clean water TCVN 5942-1995 and standard Nol329/2002/BYT.
In average everyday 1 sample of raw water and one treated water sample will be analyzed
V.2.3 Monitoring of Noise, Air and Waste Sludge
The noise shall be monitored at pumping station, and microciirimatic parameters shall be measured at
chemical house every three months
Monitoring of waste sludge shall be executed every 6 month.
V.2.4 Monitoring of Drawdown
For subproject using groundwater s supply sources (Hoa Mac and Dong Van DT), the water table shall be
subject to changes during exploitabon process. Therefore it will be necessary to set up a water level
gauge system to monitor alternation of water table and adjust production capacity to ensure water quality
anid  capacity durinlg exploitabon process. In this regards, stabc and dynamic water levels will be
monitored monthly at producton wells. Wells are cleaned up once a year.
For subproject using surface water as supply source (Chau Giang river water), a level gauge system
shall be provided next to intaking facilibes to monitor the changes in water level and bmely notfy Irrigafion
Agency for proper adjushnent of flow. The water flow may be monitored by visual method everyday at the
intake and recorded in the record book by WTP's staffs
V.2.5 Institutional ResrDonsibilitv for Water Monitoring
The agency responsible for monitoring of the quality of raw water and treated water is the WTP in
cooperation with Ha Nam PWC to monitor the water quality daily and monthly.
Agency supervising the compliance with the environmnental regulations:
- The ProphilacUve health Center and the Ha Nam DONRE are 2 agencies supervising the compliance
with the environmental regulabons of the Ha Nam PWC, directly WTP water supply enterprise.
l
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1  (4lIJi'O4IIII('I   (-m/i/J itfirieI for  ,,a i(am ,,J 1)1 Ip,rojred.
V.2.6 Uraent Rescue Measures
* Plans for daily water storage w1il be prepared (reserve tank system) in the case of emergency or
in the case of pollution of the water source
|                    *   Measures for preventing accidents, for chemical safety, especially with the disinfecting
chemicals, must be always imparted to the workers responsible for the operation of the water
|                       plant.
* Provide sufficient information signals, alarming in case of accident occurred. The emergency
respond system shall always be checked and ready for use.
VI. TRAINING PROGRAM
In order to ensure effective implementation of set out EMP, training and awareness raising shall be
I                    organized for technical staffs and workers of the WTP, specifically two training courses as follow:
|  One training course for Monitoring Supervisors during construction and operation phase. This
course is targeted towards technical training on environmental supervision. Participant shall be
some 15-20, training time is one week. Training cost is estimated at 40-50 million VND.
* One course for workers during construction and operation phase. The course shall cover such
as contents as capacity building on implementation of mitigation measures and labor safety.
Training time is estimatedly 2-3 days, participants are 100-115, and estimated cost 20-25 million
VND.
*  Trainers shall be Consultant Environmental Specialist.
l
VIl. CONCLUSION
* The water supply sub-project of Ha Nam province is implemented in 3 locations : Hoa Mac,
|                       Dong Van and Vinh Tru district towns.
* The Hoa Mac and Dong Van district towns use groundwater source, whereas Vinh Tru town use
river of Chau Giang river.
|                    *  The environmental importance of the water supply sub-project is that whether the management
of quality and reserve of water source, quality and quantity of treated water meets the
requirements of environmental standards.
*  The environmental management plan must be prepared appropriately and feasibly. For this
purpose, the stipulations in sections 11 and Ill above must be complied.
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APPENDIX I
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WATER ANALYSIS REUSULTS
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11~~~~~~~~~~~~~~~~~~~ov.ii fo it(ai itr1e1
0  Noise and PM emission will be monitored at two locations considered most affected (WTP area,
3                  Network area and the residential area of high population density along access road) three times
(at start, in the middle and at thie end of construction phase)
*  Waste waters discharged by workers an construction activities shall be carried out at discharge
points every three months
I  Construction wastes and excavated soil collection: soil erosion and safety measures will be
monitored once per month for the whole construction phase (12 months).
The environniental monitoring reports and environmental mitigation compliance monitoring reports
should be made during each supervision time (every three month)
These thiee reports shall be submitted directly to PMU after control. The last overall report shall also
be made for submission to the PMU based on the results of all the controls conducted during the
entire construction phase.
V.2 Environmental Monitoring and Reporting during Operation Phase
V.2.1 Monitoring and RerQorting on Raw Water QualitV
The monitoring of water quality will be according to the existing program of Thai Binh Water supply
company. The water quality indicators have been set forth in the master plan of Thai Binh Water
supply company. Monitoring of raw water quality shall be implemented weekly and quarterly. In case
when incident are reported, raw water will be monitored daily. Samples are collected immediately at
the water intake points (surface water) and wells (groundwater)., , After being collected may be
brought to the laboratory of Water Supply Comopany for analysis. Analytical indicators includes:
*  Surface water (Vinh Tru DT): TSS, turbidity, content of chlorine, agricultural chemicals residuals,
N02, N03, NH4, Coliform, residues of agricultural chemicals.
*  Ground water (Hoa Mac and Dong Van DT): pH, NH4, Cl-, N02, N03, SS, Cd, Cu, Zn, Mn, Pb,
Fe, Phenol, Coliform.
The results of everyday analysis will be recorded in the record book of the WTP and every month the
enterprise will have responsibility to prepare a report on the results of analyzing raw water samples
and send the periodical reports to the Thai Binh PWC for supervision.
In addition, regarding WTP for Vinh Tru DT, monitoring of raw supply water shall be carried out a
200m away from water intakes to upstream part of Chau Giang river. Analysis parameters includes
pH, turbidity, content of Chlorine,. If found necessary, microelement such as As, Cu, Zn, Mn, Cr,
Phenol, Hg, CN, pesticides residuals shall be added on monthly basis.
Daily analysis results shall be recorded in Record Book of WTP. Monthly, the WTP shall have
responsibility to prepare report and assessment of raw water quality, and send periodical report to
Ha Nam PWC.
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'I                         a   7!' *11    S .   ..   .
I
c. Reducton of the Water Contamination
* Grounidwater (Hoa Mac and Donq Van D T)
Mitigation of the risk of ground water contamination is riot ie;e matter of subprojects, but of various
provincial agencies and bodies. The following issues shall be paid with due attention:
I  Construction of safe protection zone for surface and groundwater.
a   Develop solid waste management and urban sanitationl plans of subproject, usage of
fertilizer, construction of flush toilets.
|                  *   Promote improvement of knowledge and propaganda via mass media to make every inhabitant
aware of and responsible for protection of groundwater in Thai Binh province in general and itn
subproject in particular from contamination and exhauistion in order to protect public health and
sustainable exploitation of this precious resources
|                  SrSitace water in Chau Gianq river (Vinh Tlu DJT
DoniesUc wastewater within the WIP must be treated via Septic tank to satisfy TCVN 6772:2000 in prior to
3                  discharging to outside environment
Wash-up water generated fiom bteatment process must be treated before being discharged to the environment
I                  using the following process:
3                                                  A/lui7
C ('/l/a-lt  watIe -+   Mixi'Xing 'I'ank  -  Reacti'on laik -   I ertical Settling taink
I 
I                                                        IS/ilclqc)rYv'in,g fled  iulping to (cont(acting talik
Water after treatnent will be reused as raw water
ConstrucUon of protecton zones in upstream part and down stream region as follow:
|                  *  Zone 1: with diameter of 30m around the wells: construction of landmarks, restricting all activities
may leading to water contamination
|                  a  Zone 2: with dianieter 300m around the project area, putting landmark to restrict development
activities, wastes discharge, use of pesticides, agricultural chemicals
I                  Public awareness raising on protecton of water sources: strengthening of supervision and examination
l
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d. Chemical Safety
The chemicals used during the water treatment process will be mainly alum, lime and chlorine., of
which chlorine will be used in the pure liquefied form (conmpr-essed in the pressurized container) is of
highest environment risk, while the other chemicals such as alum or lime will have inconsiderable
environment risk. The liquefied chlorine will be compressed in pressurized containers design with
techniical parameters ensuring safety. The aveiage dose of consumiiption will be 1 g/m3. and when
necessary (when occurs epidemic diseases, or when cleaning the pipeline) the dose of consumption
will be 2 g/1m13. The total amount of chlorine consumed in 1 month will be 1,393 kg.
During the operation process the whole system will be subjected to regular inspection and
monitoring; An automatic alarming system will be installed to warn when the chlorine amount
exceeds the permissible limit; a ventilation system, and a toxic gas collecting system will be installed
to collect the gas before discharging to the environment.
e. Sanitation
The water plant already has the regulations on the places of discharging solid waste, on the
periodical cleaning around the water plant and has contracted with the URENCO for transporting the
wastes to the places of disposal. Therefore the sanitary conditions of the water plant area will have
no impacts on the water source.
*  The wastewater will be collected and treated through the septic tank system before being
released to the environment..
*  There are regulations to forbid strictly the use of fertilizers, chemicals or grazing domestic
animals in the protection zone.
*  The water plant is enclosed by walls and guarded round the clock to ensure security for the
machinery, equipment and water source.
f. Safety and Accidents
*  Manuals of the equipment and machinery used during the operation stage must always be with
the equipment and machinery, The technical parameters must be checked regularly.
*  Notice board must be provided at the places of danger.
a Good signal light, fire alarm and communication system must be established. The technical
pipelines such as chlorine, alum, lime etc. pipes must be painted in color according to the
regulations.
*  There must be adequate safety and rescue equipment such as oxygen respirator, water tanks,
fire extinguishers, etc., must be prepared.
I
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~~~~~fcovcmitl fr##lt)itl c at. f. filtll A111 yrt,. r)e,,, h,,,, ,
*  There must be personal safety equipment such safety cloth, rubber boots, hand lamps, and
|                    safety belt.
*  A separating fence must be established to isolate the dangerous areas such as the power
station, chlorine store, etc.
g. Impacts and mitigation measures durinig the stage of operation of the transmission system
The pipeline used will be spherical cast iron pipe of ISO 2351 - 1991 K9, with inner anti-erosion layer
according to ISO 4179 - 1985 and outer anti-erosion layer according to ISO 8179 Part - 1995. The
working pressure of the pipeline will be 6 bars, therefore the possibility of pollution from the
wastewater collection system into the transmission line will not be likely. In order to limit the impacts
on the transmission line and the valves, notice boards in the area passed by the pipeline shall be
provided, regularly maintain and check periodically the pipeline, develop rescue measures when the
pipeline breaking accidence occurs due to the external or internal factors (Summary of mitigation
measures is introduced in table 111.1)
I            ~~IV. ENVIRONMENTAL MANAGEMENT PLAN
According to the Vietnamese Law on environmental protection and WB's requirements, during the
stage of project const-uction and operation, a Environmnental Management Plan (EMP) shall be
carried by relevant bodies.
It is important to monitor main environmental parameter to enable changes to environmental
|                 condition to be detected and actions to be taken before significant impacts arise
The purpose of the EMP is to provide guidance on how to ensure the environmentally sound project.
In order to obtain the required effectiveness, the EMP includes environmental mitigation program,
environmental mitigation compliance program, reporting requirements, institutional arrangements for
EMP irmplementation and emergency measures.
The objective of the EMP for the Project are as follow:
*  To comply with the Vietnamese environmental Law and WB's safeguard policy,
3                 *  To comply a suitable organizational framework for environmental protection throughout all the
phases of the project in order to ensure that mitigation measures are implemented both during
construction and operation and monitor the effectiveness of the mitigation measures
recommended in the EIA,
I  To manage and rnonitor mitigation measures described in the EIA report,
*  To provide contingency planning for emergency respond mechanism to emergency cases or
unanticipated environmental issues,
To achieve these objective, the EMP contains:
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-      *. _-              -          _-_-               -_ _-_           _-_            _-_             _-_             _-.             -       - 
TIable III.1. Summlary of Mitigation Measiures
TT       M NIajor Impacts    j        Mitigation Measures               In-charge Agency         Implementation                Cost
_   I  _ _ _ _ _ _ _ _   _ _ _ _ _ _ _ _ _ _ _ _ _   _ _ _ _ _ _ _        tim e           ___
I  | Subproject for Dong Van and Hoa Mac
I.1  Preparation Stage
1   Residual mines from the  Mine   detection  at  construction  site: Professional unit      One time in prior to    Estimated  100  milli
War time                 (attention shall be paid on the proposed I Delonging to Ministry of  construction       VND
WTP !ocation, currently the medicine shop iDefense on contractual
____  ____ _________ _______ Inear Chau  Giang  river sides).  basis by PMU           _                                             I
2   Land acquisition:        Set up Compensation Committee            The PMU in cooperation  One time in prior to    As per Scale stated in
Dong    Van:   1404.2m2  Proper and timely compensation for loss of with local authorities  construction         Decree   871CP   dated
belonging  to Agricultural farming land                                                                           1718/1994 and Decree
iandnearriversides       Publicize compensation level                                                            22113981ND-Cr    dated 
I Hoa   Mac:   1404.2.m2, Avareness raising on compensation and                                                    24/4/11998   of   the
residential  land    of removal for the public                  Iovernment
___I_ householed near river sides
1.2  Construction of WTPs
Dust,  noise   and   air ] -  Minimizing cleared and excavated area  Pledged  by Contractor I One time in prior to I Included in constructicn
emission                 -   Fencing around the constructon site  as     per      Tender I construction           estimation cost Of
-   Covering hauling vehicles            Documents.              Daiiy during the entire  subproject's components
-   Sprinkling to increase humidity in                           construction time
transportation route
-   Use of construction machine with
permission from Vietnam Registry
Agency
-   Restrict vehicle speed to 1 Okm/h in  |
constructon site
-   No construction from 22.00pm-5.OOam
in residential area. 
2    Polluton of groundwater -   Sound structure of wells to prevent  -   Design Consultant.   - One time in prior to Included in construction
due to poorly structured    infiltrabon of contaminated water from                        construction            estimation cost of wels



- - |--- - m - - - - -- - --                                                                                                         . -         m
VYTT       Mtajor Impacts                Mrlitigation Measures              In-charge Agencv          Implementation                 C ost
time
wells in Dong Van (well f     surface courses and other aquifer into                                                  design and construction7
Gl, G2 ) and Hoa Mac          exploitng aquifer.                   1
(well G1, G2, G3)         -   Well drilling as per technical specs and  -  Contractors       - Daily during the entire
standards of Vietnam Geological                                construction time
l                              Department
l ___  _______________________  -   Strengthening  of drilling  supervision  -  PMU
3    Land subsidence, erosion  -  Proper technical design                -   Design Consultant    -  Once before          Including in project cost
during   construction  of -   Strengthen control during construction  -  Contractor  as  per     construction
pipelines  in  Hoa  Mac   -   In weak foundation area, steel piles shall  design  stated  in  -  Daily during
(National Road 38, khanhs     be applied  to sustain the structure      Tender document          construction
Hoa commune); Dong Van        stability
DT  (Nguyen   Huu   Tien,          -
Nguyen  Van Troi, Pham
!__I NaocNhiroad)              l                                          l                       l                                                 l
4    Production wells of Dong T -  Ensuring elevation higher than water  -   Design Consultant        Once before        'Including  in subproject 1
Van (G1, G2) and Hoa Mac     level during flooding. Ensured good and  -  Contractor  as  per     construction        I cost
(Gli G2, G3) suffer from      safe operation of power supply facility   design   stated   in  -  Daily during
I flooding  in  high-water     event in flooding time                    Tender document          construction
season                    -   Ensure  stability  of structure  against
|  I                   i   ~~~~~~~~floodinal
5    Impacts    on      water  -  Collect construction wastes and materials  -  Monthly collection by  -  Daily during     According to price scale
environmental     during      for disposed  off at prescribed sites,    Sanitation  Company      construction        I prescribed  by   local
construction phase      I     Monthly collection and disposal to DT's   of Dong Van and Hoa                           authorities
dump                                      Mac      DT      on
______________________________ _                     contractual  basis
6    Impacts   on    drainage  -  Construction  of temporary  drains  in  -  Contractor as stated     Once time in        I As  estimated  in  the
systems           during      affected areas.                           in tender documents.     potentially affected  design
construction  of  Network                                                                        area
(pay  attention  to  new
system for Dong Van new
urban area)



-* - ' -            -               -      -       -                        in ---                         m--                       mr
TT i     MIajor Impacts               Mitigation     .esures            in-charge A-gn           Implementaion                Cost
time
7  4Traffic congestion in major -  Instail pipelines on sidewalk     -   Design Consultant   -   Duringtheentire     Self-finance  by  local
z  ^ roads:  Hoa  Ma cDT  -  Ask for permission from Vietnam Traffic  -  The PMU shall apply  construction time y  authority
(National   Road    38.     Road Management Agency and local        for   permit   from
I  I ntersection of Road 38 p  Divisions during installation of pipelines  Traffic  Road I
with Dong Hoa street):      along Road 38 and provincial roads       Management         l
Dong Van DT (Nguyen      -  No construction in rush hours           Agency,        local
Huu Tien and    by-pass     N                .                  I    Divisions      and
l  roads)               S -  Remote traffic distribution
-   Pat-by-part construction method         Contractori
cooperate      with
Traffic  police  and
Public        Work
Department in Hoa i
1 E  Mac and Dong Van
I____                                                                  DT                  __________________ ,____________I____D
8   Impact on businesses of -    The local authority commit to settle  -  Local  authority  in-  During the entire   Self-finance  by  locai
local residents             arising question from residents          uoa Mac and Dong        construction time  1 authority
VanDT
9   Excavated earth materials  -  Earthwork from WTP, pumping station  -  Contractor      as  Once in prior to        As  estimated  in the
and production wells is used for ground  committed in Tender construction            design
leveling to mitigate flood               document
-   Surplus   earth   materials  during
construction  of pipelines  shall be
transported to proper dump sites



TT i   Mao l-       -       --pacts-                                                                -       -       -               -       -
| TT     M SIajor Impacts    1          IMitigation Measures            In-charge Agencv          Implementation                Cost
_  _   _  _ _-_        -_ _ _                                                                            tim e
10   Emergency                -   Training for worker before and during  -  Contractor     as  Once time               As  estimated  in the
I |  construction time                       committed in Tender                          design
I -  Provide sufficient safety tools         document
1.3  Operation phase        I
1   Domestic wastes by WTP   Collection by Sanitation Team in Hoa MacI WTP                    Daily during the whole  With   price  scale  as
operators               | and Dong Van DT in contractual basis                            operation phase         stipulated  by   DT's
_       _   _  _   _   _   _     _   _   _  _   _   _   _   _   _   _    _   _   _   _   _  _|__         _   _  _   _   I  authority
2   Wash-up resides           Collection and transportation to treatment 1 WTP                 Twice/year             Included  in  operation
Isite (DT's dump) by WTP                  _                                               cost
3    Noise, vibration       | -  Proper design   for noise, vibration  -  Design consultant    Once during the design  Included in design cost
Pollution o supplywarattenuation                z                 -  Contractors          and construction        estimation
I  I                  | - ~~~~~~~Installation of preventive toolsIIXi
_4    Pollution oI supply water Construction of protectionzone t-          The     PUMP      in  -  Once in prior to    -   Calculated in detail
course                  jwithdiameterof 3maround                     cooperation    with      Operation, daily        by  the  PMU   for
i    the wells: construction of landmarks,  ,  local authority        supervision during      submission      to
restricting all activities may leading to  I                     operation               Hanam      People's
water contamination                  -   The     WTP      in  -  Daiiy during the        committee
-   Zone 2: with diameter 300m around the   cooperation     with     entire operation time  -  Included in operation
project area, putting landmark to restrict  local authority   -  Annually                cost
development     activities,  wastes
discharge,   use    of    pesticides,
agricultural chemicals
-   wTP cooperate with local authority to
I    intensify supervision and examination of
violations of protection zones
-   Sufficient propaganda to improve public
awareness on water sources protection



* e - -.                          - --                              -- --- - -- - e - 
TT L 1    lajor Impacts               Mitigation Measures              In-charge Agency      i  Implementation      1         Cost
l  _                                                                  I 1  _ _ _ _ _ _ _ _ _ _ _       t i m e        _
5   Draw       down      of -   Proper well design to minimize inter- -  Design consultant   -  Once at start of    Included  in  operation
groundwater table (Hoa      influences                                                      operation           cost of WTP
Mac: aquifer Qa, Dong    -  Exploitation with capacity equal or lower  WTP               -  Daily during
Van: aquifer Qb)            than anticipated capacity,              WTP
-   Periodic clean-up of wells         i-   WTP
-  Public awareness raising on water use, - WTP  in cooperation    Annually
____                              exploitation capacity                with local authority   -   Annually
6   Settlement       during  -   Siting of wells at interval 250-300m  I-  Design consultant  -  Once prior to     I Included in construction
I    j expioitation of wells       Regular monitoring                  -   WTP                i    construction       Icost
-   During the whole  I
I  _ _  _ _ _ _ _ _ _ _  _ _ _ _ _  _ _ _ _ _ _  _ _ _ _ _  _ _ _ _ _  .  _ _  _ _ _ _I_    _      operation  tim e    _
7   Safety and Risk of fire, -   Developmentofsafetyhints                Desion consultant   -   During the design   -  Calculated  in the
explosion                -  Strengthening of equipment check     -  WTP                     stage                   design
-  Providing warning signals in dangerous                       -  Di                  -    n       i or    n
I    '     lacPs                              1                      I   ~~~~~       ~      ~~~~~~~~~~~~~~~~~~Daily  I- ncluded In operationI
places-                            I                       | -  Once in prior to   I    cost of WTPs
-   Develop emergency respond system    _                           operation         l_l
11  Subproject in Vinh Tru DT _TI
ll 1  Preparation stage                                               _
1 I  Residual mines from the  Mine detection at construction site: WTP, {Professional unit   One time in prior to    Estimated  100  million
I War time                pipelines crossing unused land from the war belonging to Ministry of  construction     VND
time and agricultural land of Dong Van and IDefense on contractual
__                            ,Hoa Mac.                                basis bv PMU            _
2   Land acquisition:       i -  Proper design                      I The PMU in cooperation  I One time in prior to  As per Scale stated in
1404m2 (mostly occupied  -  Setting up compensation committee    with local authorities  construction           Decree   87/CP   dated
by sugar cane gardens 1 -   Proper and time compensation scale  I                                               17/8/1994  and  Decree
near river banks).       -  Publicize compensation level        ,                                               22/1998/ND-CP    dated
-   Public awareness on compensation                                                    24/4/1998    of    the
____________________________________________________________________________ ._______.__.      Government



- * -            _ -            _------ _- . m                                                                                              -       -0
iTT|  Ma.jor Impacts  1  ~    IMitigation NMeasures         i            #n-har ue  enc i  Implementation          Cost
_   _ g                      I                                       i                      itim         e          {
11.2  Operation Phase                                                                                             I
i Development of protection  -  Protection zone has width of lG0m from  Management Board in  -  Once  in  prior to  Calculated by PMU for
zone for Chau Giang river   riverbanks to intakes; and length of cooperation      with     construction        submission  to Hanam
r500m from intakes to upstream and  Authority of Vinh Tru DT  -  Supervision on daily  People's Committee
200m to downstream of Chau Giang                               basis
I   I  I  river.
-   Public awareness on water source
_____ _________________________  protection, strengthening supervision
2   Risk of Settlement and   -  Increase control during construction  Management Board in   -  Daily        during  Included  in  proect
erosion of Chau Giang   -   Proper technical design             cooperation       with     construction time   implementation cost
river banks, reservoir  -   Steel piles  applied  in weak  soil Construction Units
foundation
3   PM, noise and air emission  -  Fencing around the construction site  Contractor committed as  Daily  during  entire  Included in construction
-   Covering hauling vehicles         i per tender document    construction time       estimation cost of
-   Sprinkling to increase humidity in                                                 subproject's components
transportation route
-   Use of construction machine with
permission from Vietnam Registry
Agency.
-   Restrict vehicle speed to 10km/h
No construction from 22.00ap -5.00am
4    Impacts on water        -  Collect  construction  wastes  and  -   Monthly collection by  -  Daily during      According to price scale
environmental during        domestic waste discharged by workers,  Sanitation Company      construction        prescribed  by   local
construction phase          Contracting to Sanitation Team         of Vinh Tru DT on                           authorities
contractual basis                           _
5   Impacts on drainage      -  Construct temporary drains in affected  -  Contractor as stated  -  Once time in    As  estimated  in the
systems during              areas (village 1,2,3,4,5,6,7)          in tender documents.    potentially affected  design
construction of Network                                                                    area



- e-|- - - -- - - ---                                                                                                              . - - 
T T      M Najor Impacts    1,        Mitigation Measures              In-charge Agency         Implementation      I         Cost
|  [  f  |   time
i 6  Impacts on water supply     Inform to the local people to reserve  -  The PMU cooperate I -  In prior to       As   estimated  in the !
provisional water                       withtheContracto   i   constructiondesign
pipesare upgraded s      -   Provide tank truck to supply water iT  w                   -   During construction  A  est
I            ___          ~~~~~~~   ~~~need.                                              time                                                l
7   Traffic jam  on roads to  -  Design of water pipes on sidewalks  -   Design consultant  I -  During technical   As   estimated  in the j
!  ! YenLenh,PhuLy       -   No construction in rush hours       -  Contractor in           design phase        design
-   Remote distribution of traffic on road to  cooperation with  -  During the whole
Yen Lenh and Phu Ly                     traffic police of Vinh  construction time  l
____ ____________________  -  Part-bv-part construction methods    Tru DT.
S 8    Excavatedearth materials-   Excavated   earth   materials  from I-The        Contractor-    Daily during        As  estimated  in the
reservoirs, settling tanks inf WTP shall  committed in tender  construction time   design
be used for ground leveling or planting  document.
trees within the WTP's complex      -   Local Sanitation    - Daily during         As   estimated  in the
-   Surplus materials during installation of Team on contractual  construction time   idesign
t  I  the Network shall be collected and ! basic with the Contractor
I  ,  [ transported to Demolition waste dump
of the DT
9   Emergency                -   Training for worker before and during  -  Contractor    as  Once time when starting  As  estimated  in the
construction time                       committed in Tender construction           !design
_|__   - Provide sufficient safety tools     document            ___                  _     __
11.3  Operation phase
1   Generation of waste     I Contracting out to sanitation teams of Vinh  WTP               During the whole        As per stipulated price I
(sludge and domestic     Tru DT for collection and transportation to                     operation time         scale of local authority
waste)                  DT's dump                                                                             !
2   Noise and vibration       Design  and  installation  of noise  and  Design consultant and  Once in design and    Calculated in the design
vibration insulation tools               Contractor             construction stage 



m - .-- - ---m                                                            - - --- -                                              -,                 -
l f  ^X:lajor Impacts        M AIitigation Measures             In-charge Agencv           Implementation               Cost
_   I  _ _   _    _    _      _     _     _     _    _     _     _      _     _     _     _             tim e
3    Disinfections  chemicals  -   Technical design to ensure average    -   Design consultant    -   Once in design stage  -  Calculated  in  the
(mainly  alum, limestone      dose of 1 g chlorine/m3                                         -  Once during              design
and chlorine)              -  Installation  of  automatic  alarming  -   Contractor               installation
I  }  system when chlorine content exceeds                         I -  Once during
permissible limits                                                 installation
to - Contractor          -   isalto
Installation  of ventilation  system   to                           Daily during
absorb toxic gases                                                                              Includedninhthe
-   Checking   and   supervision  during  -     TP                     operationphase       -
!_ _ _operation                                                                               operation cost
4    Water conflicts           -   The WTP cooperate with local authority  -  WTP                  -  Daily during          Included  in  operation
I    in examining and supervision of water                              operation time        cost of WTP
_  _ _ _ _protection violation               _                        _____
5    Safety and Risk of fire, -    Development of safety hints           -   Design consultant   l    During the design     -  Caiculated  in   me
!  explosion             | -  Strengthening of equipment check       -   WTP                 I    stage                    desigqn
-   Providing warning signals in dangerous                             D    .                      l
I          places                                                          -  ~~~~~       ~~~~~~~~~~~~~~~~~~~~~Daily  - Included in operation 
-   pevelac es ergency respondOnce in prior to                                                  cost of WTPs
Develop emergency respond system                                   certn



l~ ~ ~ ~ ~ ~ ~ ~  ~  ~   ~   ~~~~~~~~4.eiii for lw lai A f hp r vi ee 
*  The Vietnamese legal and administrative framework under which the EIA will be approved and
the EMP be iilplenienited,
*  The WB's approval requirements,
*                *  Significant negative impacts predicted in all the phases of the project and a mitigation program
for impact avoidance, minimization,
* A program to monitor the performance and effectiveness of the mitigation programs,
|  A monlitorinlg program to asses the overall environmental effects of the project in the project
area,
*  An organization framework for effective implementation of the mitigation and monitoring
prograrn, including: collection of environmental information related to the project, management,
reporting and external review of EMP activities. This framework contains implementation
arrangements, implementation schedule, and responsibilities for the EMP,
*  EMP reporting requirement,
*  Requirement for technical assistance to support implementation of the EMP including
supervision of mitigation and monitoring and training.
IV.1.Administrative and Legal Frame
|                 IV.]. 1 Legal frame for Environmental i\Management:
a                 *  Law on environmental protection effective from 10 January 1994.
*  Decree 175/CP guiding on the implementation of the Law on environmental protection and other
3 |                  related decrees.
*  Vietnamese standard TCVN related to water environment:
*  TCVN 5942-1995, TCVN 5944-1995, TCVN 5945-1995,, TCVN 6980- 2001, TCVN 6980- 2001,
TCVN 6981- 2001, TCVN 6983- 2001, TCVN 6984- 2001, TCVN 6985- 2001, TCVN 6986- 2001,
TCVN 6987- 2001. Decision 1329/2002/BYT
*  Vietnamese standard TCVN related to air environment: TCVN 5937-1995, TCVN 5938-1995.
* Vietnamese Standard on Acoustics, noise: TCVN 5949-1998.
| I|              *   Vietnamese Standards on vibration: TCVN 6961-2001
|                 IV. 1.2 Administrative Frame for Environmerntal Management
The Ministry of Natural Resources and Environment (MONRE) is set up by the Decision of the Prime
3 |                Minister on 11111/2002. This Ministry has the duties, rights and organizational structure according to
Decree No 9112002/N§CP.



I"8/X;t'fJISll{'ltt '- itrid #or 76rt i .S1/repied.1
Department for appraisal and assessment of environmental impacts : This Department belongs to
the Ministry of Natural Resources and Environment. According to Decree No 91/2002/ND/CP
functions of this Department consists of: appraise environmental impact assessment reports of
projects, production and business establishments
Provincial level Department of Natural Resources and Environment : This is the environmental
management agency at the provincial level, having the responsibility to ensure the management and
protection of environment at the province level.
The Prophilactive Health Center of Hai Phong is also responsible for environmental issues
IV.2 EMP Implementation
IV.2.1. ImPlementafion
Imnplementation of the project's EMP shall be complied with the procedures prescribed for all WB
funded projects
EMP execution shall also in adherence with the Vietnamese regulation and WB's requirements.
The EMP shall be carried out by the following bodies:
Hai Phong Project Management Unit (PMU): the PMU is set up by the Hai Phong Water Supply and
Sewerage Company (PWC) and approved by the Department of Construction. The PMU shall
maintain frequent contacts with relevant bodies for effective implementation of EMP.
TThe PMU is , therefore, will be responsible for the overall EMP implementation. The PMU shall
appoint 1 or 2 Environmental Officers who will be in charge of supervision, manage and carry out
relevant tasks.
In addition to PMU, the EMP responsibility also rest with successful Contractor and Operators.
A consultant environmental specialist from an external nationally-recognized institution shall be
engaged in EMP implementation. The Environmental Consultant will be responsible for sufficient
training and capacity building for relevant institutions and staffs so that they will be able to implement
the EMP.
The Contractor shall be responsible for properly and effectively implementing the environmental
mitigation measures, terms and conditions in the contract.
The mitigation programs for 3 subprojects of Ha Nam DT must be followed in each investment phase
of Preparation, Construction and Operation (ref. Table 111.1)
l
l
?.X



/4i~jC'~iIIt'iIiI C~I .*'AfID('d   W'ai 76e  )(arit JttprtjtirIi
IV. 2.2: Institutional Arranaement of Environmental Monitorina and Re orting
a. Duritng conistiuction phiase
i                 Technical Supervisor (TS): During constr-uction stage, environmental mitigation compliance program
shall be conducted by a TS from PMU. The TS for construction shall also in charge of monitoring and
reporting on implementation of mitigation measures during this phase.
The environmental mitigation compliance monitoring shall be conducted at least once per imonth to
ensure effectiveness of the mitigation measures. The reports shall be submitted to PMU for review
and approval.
|                 Consultant Environmental Specialist (CES): employed by the PMU for undertaking the monitoring on
the affects to the environmental quality under the EO leadership. The CES also provide technical
assistance to the PMU and the EO in EMP implementation. The CES shall be responsible for
preparation and submission of Periodic Environimental Reports every three months to the DONRE
and WB. These Reports create part of the Project Progress Reports. In addition, the CES will take
charge in compilation and submission of the Final Environrnental Management Report for review and
approval at the end of construction phase. CES will also responsible for environmental training
3 |               program for the PMU and EO.
PMU: During this stage, the PMU will be responsible for supervision, assistance the EO and the CES
in conducting environmental mitigation monitoring activities and review, approve the Monthly
Mitigation Progress Reports Periodic Environmental Reports in three month basis and the Final
Environmental Management Report integrating all results from the project EMP during the
I                 construction phase (mitigation, mitigation compliance monitoring and environmental effects
monitoring) into a single report and submit them to the DONRE of Hai Phong Province and the WB
3 |                and the Local Sanitation and Epidenic Prehensive Center if requested
Environmental Management Division under the DONRE: will review and approvethe Environmental
I |                mitigation compliance and Environmental management periodic reports and Final Report for the
construction phase at the end of the phase.
*                  b. During operation state:
|   |              Contractor-Operator. Monitoring of raw water arid treated water quality will be undertaken by the
Contractor-Operator during the lease period, it will rest with the Hai Phong DONRE. The WTP
laboratory will carry out analysis for basic elements such as temperature, p, iron content,
*                  manganese, ammonia, surplus chlorine, etc. Parameters that need more complicated, costly and no
regular basis shall be sent to central or local laboratory on a contractual basis. All the analysis
|                  results should be included in periodic monthly report for subnmission to PMU
l
I~~~~~~~~~~~~~~~~~~~~~~(



t,Ri,,V,,t',,fal,, ' /o.or.ei.md f/' 7(Wa (d4,rtiJtb * att
The water quality analyses during the operation phase shall be performed every week for Group A.
As to the group B parameters these analyses shall be carried out directly prior to putting the water
source into exploitation or at special request in accordance with the Decision 1 32912002/BYT.
The workers which is responsible for analyses should be trained every three months The equipment
used for analysis should be maintained in accordance with the relevant standards such as TCVN
5992-1995 (ISO 5667/2. 1991) TCVN 5993-1995 (ISO 5667/3, 1985)
Environmental Officer During this phase, regIUlar supervision at the WTP, water intake and network
site and control of the implementation of mitigation measures will rest with the EO. The EO will also
responsible for regular training on the skills of water analysis, monitoring and data management at
every 3 month for the Coiitractor to implement the Project on environmental matters. In addition, the
EO will also be responsible for the spot-check and supervisioni duling the operation phase in order to
ensure that set out procedures are being properly an sufficiently applied by the Contractor and water
quality complies with the standards.
Consultant Environmental Specialist: during the operation phase will supervise and provide technical
assistance to the PMU and the EO in the implementation of the project EMP components and
preparation an submission for review and approval of Periodic Environmental Reports every three
months and the Annual Environmental Management Reports to the DONRE and the WB. The
Consultant also responsible for sufficient environlmental training and capacity building programs for
the PMU and the EO so that they will be able to implement the project EMP.
PMU: During the lease period of this phase, the PMU will be responsible for review and approval of
the Mionthly Water Quality Monitoring Reports from the Contractor and Operator as well as Periodic
Environmental Reports prepared by the CES and the Annual Environmental Management Reports
intergrating all the results form the Water Quality Monitoring and Soil Subsidence Monitoaitg into a
single report.
Environmental Management Division under DONRE: will review and approve the Environmental
Mitigation Compliance and Annual Environmental Management Reports from the PMU.
IV.3. EMP Reporting Requirementts
Table V.1 summarizes the requirements for reporting and institutional responsibility in the
preparation of report. All the annual reports are a part of the environmental management plan of the
water supply sub-project in Binh Dinh province. Contents of report consist of:
- Assess the success of environmental protection activities in general and protection of water
resources in particular (in case of monitoring the operation of the sub-project or assessment of actual
impacts of the implenientation of the sub-project ), compare with the predictionis mentioned ill
Paragraph IV.5 and V (in case of monitoring of environmental impacts).
l
I                                          ~~~~~~~~~~~~~~~~~~~~~~~~~~~~3(1



,, ;,,,,,,I,,,z,,/ Illeil, #,, 76a, INa ll :jed.1
- Clearly assess if the EMP frame is adequate or not. If the EMP frame is concluded to be
inadequate, present clearly reasons and propose recommendations for perfection of the EMP frame.
Review the data and information collected, analyze data, report and estimate the budget.
- Technical reports and plans (Table VII.1) will include a series of policies on administrative
matters and contract agreements. These reports shall include but not limit to:
*  Initial report.
* Terms of reference.
* Details on the operation bidders in the protection of water resource and environmental pollution
mitigation.
*  General provisions of the contract on operation and protection of water resource of the sub-
project and environmental protection.
* EMP at present and expected for the next years.
V. ENVIRONMENTAL MONITORING AND REPORTING
This program is to ensure that impacts are avoided or at least controlled, effectiveness of mitigation
measures are recorded for future reference, and complaints or concern of the local community are
dealt with properly and effectively. The environmental monitoring procedure would also provide a
framework for collection, preservation and reporting of environmental data. The study are of
environinental monitoring programs is similar to that of technical and environmental assessment of
the project. The environmental monitoring and reporting program will be implemented during the
conlstr-uction and operation stage.
This program will focus on environmental monitoring and reporting for the following (ref. Table V. 1)
*  During the construction phase of the project: noise and PM emission, construction wastes and
excavated earth materials collection, soil erosion and safety measures,
*  During the operation stage of the project: noise, air quality, raw water and treated water quality,
subsidence, sludge management, flow and level of Da Do river water.
V.1 Environrnental Monitoring and Reporting during Construction Stage
During this phase, the environmental monitoriing will include the environmental mitigation compliance
monitoring, which contains regular on-site monitoring and monitoring implementation and reporting
control, and environimental quality monitoring through these data.
l
l
31



*n rn                        ---- -                        ---     -rnrnrrn. r                                                           -       -
____  ____________  _______________ Table  V.1. Environiinetital M onitorinig  Pro  r m         _ _  _ _ _  _ _
1                                             1                F ~~~~~~~~~~~~~~~~         ~~~~~~~In-Charge  Estimated
No      Content         Location         Frequency        Parameter        Standards                        EsAenytos         Reporting
I    Subprojects in Hoa Mac and Dong Van DT
I.1 1 During Construction Stage
1     Dust, noise, air - Within  project Three    times                  1                The Contractor   3 locations x 3  Every 3 months
emission       area  (WTP   and   (start, middle and                                shall be        times x 1.5       submitting to
Network)          end           of                       TCVN        responsible     million VND/ton =  DONRE and
-   Residential  I construction      SO2, NO2, CO,     5939-1995     through        .13.5 million VND  PMU
area in head   phase)            H,S. dust, noise  6994 - 2001    contractual
and  tail  of'                                     6991 -2001   I basis with     I
wind direction                                                   oprofessional    _               ,    _     _
_       _  _   _  _    _  _   _  _   _   _  _  _   _  _   _   _  _  _  _    _   _  _   _    agency          _                 _  _I
12    !''ate-          - At al! discharge  Three times    Temp, pH, SS,    TCVN            - The Contractor 4 locations x 3  Once a month
Environment    points of domestic I (start, middle and  DO, BOD5. COD,  5945 -1995  shall be        times x 1.4       submitting to
and   construction I end of        NO2, NO3,SO0,     5944-1995      1 responsible   i million VND/ton x | DONRE and
|  ,| wastewater  I     fconstruction  CN, Cd, PB, Cu,  5942-1995    through         1 project= 16.8   PMU
phase) for WTP   Zn, Mg, Ni, Fe,  ,6982 - 2001     contractual     million VND
and Network      Hg, As, Phenol.   6980 - 2001     basis with
F, Coliform                       professional
agency
-PMU and
Environmentalj
I ___________________  __________________  ________________                _______________  Staffs  supervise taffs_supervise
Colcin      oiA     T   n   ln                             I                                 .
3     Collection  of At WTP andDaiy                                                       Successful       2  points x  12 jEvery 3 months
1 construction   Network                                                             I Contractor     month   x   0.3 ! submitting to
Waste,                                                                               -  PMU    and   million  =  7.2  DONRE and
excavated                                                                            Environmental   million          PMU
earth materials,                                                   I                 Staffs supervise
I erosion  and |
! _ _   lab o rsafety   !            I__ _ _ _ _ _   _ _ _ _ _ _   I   .__ _ _ _ _ _   _ _ _ _ _ _ _ _ _ _ _ _ _ _   ! _ _ _ _ _ _ _   _ _ _ _ _ _ _



m          ---                          mmm-~                                                                                   m - 
Ntent        Location                                                          In-Clarge        Estimated    i    eortio
No 0i   Contn           Loain         I Freqiuencyv       Param-eter    i Standards                                     I  RIpCotin
|II  During Operation Phase                                                                A
Air, noise and  At      pumping  Twice/year      | S02, NO2, CO, | TCVN                           I PMU  3 points x2times  toDONRE and
vibration      station, WTP                       H2S, dust, noise  5939 -1995:                    x 1.5 million =  PMU
I |   |  1 6994-2001;  i        | million VND   I
6991 - 2001
2     Raw Water      Production wells in  Once/month    pH, SS, NO2, NH4 TCVN 5944-      Hoa Mac and Included         in 'to DONRE   and
Hoa Mac (well Gl,                  NO3, Cd, Pb, Cu, 1995.           Dong Van WTP    Operation cost  PMU
G2, G3), in Dong                   Phenol, Cofore,
Van (G1, G2 )
3     Supply Water   in  reservoir, in Weekly          1 pH, SS, NO2, NH4 Decision      j Hoa Mac and    Included     in Ito DONRE and
prior to secondary                 NO', Cd, Pb, Cu, 1329/2002/BYT- Dong Van WTP     Operation cost  PMU
pumping station to                Zn,  Mn,     Fe, QD
the Network                        Phenol, Coliform
I                the Network       __                    ,                                                          I
4     Water    draw  In monitoring wells  Once/month     Static     and   Compare     to  Hoa Mac and    Included      in to DONRE
down           in wellfeld of Hoa                  dynamic water design standard    Dong Van WTP   operation cost
Mac   and   Dong                   level.
Van DT           !
5     Domestic  and  Discharge point s  Twice/year      Temp. pH, SS, TCVN                PMU            2   times  x  2  to DONRE
production                                         BOD5, COD, NO2, 5945 -1995;                     samples x   1.4
I wastewater                                        NO3, CN, Cd, Pb, 5942- 1995;    i                million  =  5.6
Zn, Fe, Phenol, 6982-2001;                       million VND
Coliform         6980 - 2001



- m - - -- -- -- -- - -- -- m-
t-v
No      Content    i    Location       Frequency        Parameter        Standards      I     a           t             Reporting
_   _ _  _   _   _   _  _  _  _    _   _   _  _    _   _   _   _    _   _  _   _ i   A gency        C  o st
6     VWaste Sludge  Discharge point of Twice/year     Fe2O3,   MnO2, No     available, I PMU         2   times  x  2 to DONRE
'tnTP and Settling                 CaCO3 MgO2,      reference  to                  samples x 0.5
l   tanks       I                j                | standards  of                 million =2 million
other nations in               VND
the region    j               {     .          _
Total Monitoring Cost for each Subproject in Hoa Mac, Dong Van: 51 1 million VND
II   Subprojects in Vinh Tru DT, Lv Nhan-Ha Nam
II.1  During Construction Stage
1     Dust, noise, air - Within  project iThree  times                                 The Contractor  3 locations x 3  Every 3 months
emission       area  (WTP  and   (start. middle and                   TCVN       shail be        times x 1.5     submitfing to
Network)         end           of                                 responsible     million VND/ton  DONRE and
[   i -  in village 11,z construction  S2, NO2, Co,  5939- 1995   through         13.5 million VND  PMU
Vinh Tru DT  >phase)            HS, dust, noise  6994-2001    contractual
I   I                                ~~~~~~~~~~~~~~~basis with
t             ~~~~~6991 - 2001 
* 6991-2001      professional
_   _  :        W                                 1              [ ~~~~~~~~~~~~~~~~~agency
2   T Water          - At all discharge  Three   times Temp, pH, SS, TCVN              gTheContractor 4cyocationsx3    Once a month
Environment    points of domestic (start, middle and  DO, BOD5, COD, 5945-1995    shall be       times x 1.4     submitting to
and   construction  end        of NO2,   NO ,SO,,                 responsible     million VND/ton x  DONRE and
wastewater      I construction    CN, Cd, PB, Cu   5944-1995      through         1 project= 16.8  PMU
phase) for WTP   Zn, Mg, Ni, Fe, 5942-1995       contractual    million VND
and Network      Hg, As, Phenol, 6982 - 2001     basis with
F, Coliform      6980 - 2001    professional
agency
.__        _         I__            I. _ __             __           1 __                               __              _



- ----- --                                                    1--                           -- 
No  Content  Location  F             P't            Standards      ~~~~~~~~~~In-Charge  EstimatedReotn
'No Coteto in   Frequencv        Parameter        Stnards                                           Rerti t
Auencv     I      Cost
3   I Collection  of IAt WTP and along  Daily                                            Successful      2 points x 12   Every3 months
construction    Network                                                             Contractor     I month  x   0.3  submiing to
excavated       (Provincial road to                                                     PM     and  miion   =   7.2  DONRE and
earth materials. Ye LehadPuEnvironmental                                                            milo              M
erosion   and |y)                                 i                                 Officer
labor safety                                                                        supervise                                       |
11.2  During Operation Phase
'1    Air, noise and  At      pumping  Twice/year       S O,  NO2, CO, ITCVN              PMU             3 points x 2 times  to DONRE and
vibration     Istation.     and                    H2S, dust, noise.                                x 1.5 million  9  PMU
residential village                                        1995:                     millionVND
g  No.11.        ;                                  1 6994-2001;
2                    ocaI;on      l vveeKIy            ,   ~     ty, 1 6991 -2001
| 2   Raw Water     At a l                               TSS,    turidi"  TCVN 5942-      WTP   for Vinh                n I edi  to DONRE  and
to the upstream of                 content of CL,,   1995            Tru DT          Operation cost   PMU
.1               ~~~~~~NO2,  N03,NH4,
I [            |IChau Giang river  I                pesticide
residuals,
Coliform.  Fecal,                i
Fe, Mn ...
3     Supply Water   In reservoir, in   Once/week        pH, SS, NO2, NH4  Decision       WTP   for Vinh  Included      in to DONRE    and
prior to secondary                 NO3, Cd, Pb, Cu, 1329/2002/BYT-   Tru DT          Operation cost   PMU
pumping station to                 Zn,   MnQD
the Network   L           ~~~~Phenol, Colfformn
the Network                                                                                                           I



m - - - - -- -- - --                                                                                                        . m m 
No      Content         Location        Frequency        Parameter        Standards       In-Charge       Estmated         Reportin
_ _ _   _ _ _ _ _ _ _ _   I  _ _ _ _ _ _ _ _ _   I  _ _ _ _ _ _ _ _   j  _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _   ~~~Agen c y  C o st
1 4  +Domestic  and  Discharge point   Twice/year       Temp, pH, SS, TCVN               PMU            I2  times  x  2  to DONRE
production                                        DO, BOD, COD, 5945 -1995;                        samples  x  1.4
wastewater                                       1 N02,N(3,ZO4,CN, 5942-1995;                     I million    5.61
Cd, PB, Cu, Zn, 16982-2001:                     rnmillion VND
Mg, Ni, Fe, Hg, 6980-2001
As,      Phenol,
__________ __________   ______________________ _  C o lifo rm ,  .                                   _  _  __j
5     Waste Sludge   Discharge point of Twice/year      FeO       MnO    No    available, PMU            2  times  x  2 'to DONRE
S          I ~~~~WTP and Settling             J aO      g2     jreference    to                 samples  x 0.5j
'I   | tanks                      1                i standards  of                  million = 2 million
other nations in                VND
_ _ _   _ _ _ _ _ _ _ _ _ _   _ _ _ _ _ _ _ _ _ _ _   _ _ _ _ _ _ _ _ _ _ _   th e _re gio n              _ _ _ _ _ _ _ _ _   __th e   re g io n
6   I Water Capacity I Intakes  point in  Once/week    -   Flow                         WTP for Vinh    Inciuded     in to DONRE    and
and   flow  of Chau       Giang                                                    Tru DT          operation cost   PUM
rChau   Giang  riveru                                 Leve
river         I landmark,  fixed
I                 :rscale or special
meters)  i  i  T
Total Monitoring Cost for Subproject in Vinh Tru: 54.1 million VND 



I                 zUnion of stirvey Conlyanlies                                    l'tgl I 0
IANOI LA BORATORY CENTE?R
k III 9/ I1iphnio' IA Thmir liti -1o I/ i               PIn luc 1- B?ig
7Te .0 04 8615359: Fa .v 04.8Y 15.359
RET       OTN
51101??R'' (711 VlI(1S 'Al, EXI IIJV  lION' 01^t/ 7   11'/1f Nl 7H?-N
Nam(' o *1Scmh', Offce: BL.ACK atid 1VEAJ( -''JW?
Tfin 1tinblblbhc  469 -2003                 Plai of  ol1Ir'yiill  10 /  2'103
Ntmber of Sample :Aft well 4 uNivcA('       fl)wtco Arm .iL .  1   .YtI  I /  200.3
L(nl,oc n ioi1. 1 f,lo Mac T'ow,,           1i(it" o (¾mimnell. Wst 19 / 8  2003.
No         i'rjolerlies                lel0hod of *tes!   Uit          Restlt
I |         I  Conil/ol ( NIatil - Cholt *')        AlIIA             11          10.0(
2  Tast'                                I(t N                         S11-ccl
3   (Odolr                              I C(V N                     (o,lorl,l's.
I           4   p/1                                 APIIA                          (. 95
5  7101(11(1I(Pl(d.\s - os (CaCY)       A II7 1,t,'/l                 /3?()((
I              7' 1010/ Altaelinv  Z. iA'i  ( ai( 'Y  A'IlCCA A      imgI/        1 45 (0
7  0isoh.ol'cd t'i.Ay(vii              .1 1'1IA                        2 5(1
8   h,nulii     ,                      1i11'( '.1 V1;' /               /. (
I       V ~~~~Anwiti - Nil                      A VI /A         171Il/         ira;
|  |        (p Al?l,> Molt- Nol                  .4rncl'         II,(,W,r1I(
It  Niirii - NO )                     l ija-o  lIl(1l    ,, ii ni      (J 0  7
l 11~I       Ninea .No,                   ,         '( i           n'Il         (,,t1.10l
12  Chloitd io ,,  I,-                   (' *N 1Jl//                   7(')1(
13 Simphliaw - Si') *,                   Al'IIA          ,In/1         4.50
14 Oy(mica itmiicr t KAMnt()  10' )      I (CVN         ng/U)
15 7Tota(l iin I C i,,,1                7 ( cVN         Ing            1M.80
16  Fcrrot(xs Io - Ic -                  I C1  N         mag11       1(-6.(
17 Manairtmle' - Mlit 2                  AP'A            m,',,         1. 10
18 Lead - I'll                            AAS          . I/ () 3g1     7.85
19 Arsenic - A.s                         AAS          .10 3 m'l 1      /1.21
2(  Alcrcm"v - llrg                       AAS         .1 0( m3,g'1      . I 
21/  Xiellla(l - ('N                      S1'          .10 *  mgr, ')
22  Plenotl                               SP           . 10 ? m./1       .
23 '' 7o(l Colifi'tl M                   I (1 N       AIP'NIIOO ml!      4
24  E. Coli                              I Cl N       MAPNI]0  l         (1
|antroi, At ug. 25  n 2003
I              IApprov'ed         Checked IY                   7lested bY
g  I   ,  . _;



UI,iol (of Stirr"ev, C!loipaities                               a,!,.'c IfI ill
1AN01 ,ABORATORYCEATER                             Plwu luc I-fni,g 2
A In 11   }  1Igh/itvly  1 A1l/I Tn r i -I/41t n
ci :0480Y' /5359: 11x :04.(1 /5359
RETORT (,N
|              .SIJ(9zE1101?  (.'11I<,11( 'Al. FN /.,1hA!,.1 1'IA' OFt }1A ,7'1<I
*       N,,,,M ,1f Sdci1cr'd  ( ,fi'(: B. IAC (hd V AC11( /1-1
Rr1f./m vuImbrrv :- 470 -2003            1h.,c. (,|,/C1 li,  1" 1 ,/ I(  / 8 200?
Nlum, of Sarmple A12 -Chtt, (ig 1ii      I)' . ,1  Ai in1 ()/I  ,1. .l  I '  I Q  l 2003
Loc'ation .: floa AIac Ti,m               I   C?f ( Owc  omnct. h'o t : / Q I 8 / 2003
o*_ Properties                      il____wdo4iesf     Uit          Res__lt
I  ( CoulC'i (  PIaiiii - ( CJ/1//f  ((.$ ((11(  A P1'.  1        6.00
*   , 7 O.Cre                      ~~~~~~~~~I ( 1 N             .$, ec I
O? (.                                 /( ( N                     Odom
I   1/,                               A.'1A                        7. ?()
.  / IT l  IICI? (Itic'  C/A (t a( (( G ),  ,1  IA //mgf/          I 1(.(0
,  'I  I A Id AlitiiUV ' lA (  ,( '( )O1'1A           ,nI /         .m I  I
I  1 I ('l      I'll/hI
,/ '  II iu/i/u/v                   Il / I81'( .     l i i         '~ S0
(  A1111011i '  l /                   .A1I/1          hit!!1        1.1.,
/( Ni/lriu - No                     I )i,m. r h> d mun/n/ '4  u
I INii,(it- No                        BI N             mg.I        () 5
/ I  (   Wlon ib,, C/ I                I I N          mt!!1          I .1
*  ' Sim' phuur - SO  '               .1 I 'I.IA,,,,411             1(0.50
/4 Or/nmic mnmcie (A Alnf) I 0' )      I ( CI N      mni,'/I()
/.c  I Tw o , i,, n  l  ,             I (  N          mgi/1         0.30)
/ /(  r  (l'm)CI .% If/  -            I'  I  AN       1  1  '0.
I /7 Alan a , AC Mln                  APIA            my/I         0.20
"/,N  I,c(d - P'1,                        S         .1 /
I        / 0, ,A. Arsenic - AN                  AAS          /    mg nit!!l  /.87
20 0Mc,curv - /g                       A,1S         .10  m,g//     j 0.27
2I XiWUmUC - ('A'                       SI'        .1 /0  11mg/I    2.2
2 ,,'hcnmCl                            S51          . 10  Inmy/i    7.8
23  1 ,al ( >/,I                       I AIV 1N( ,10 In N//0 in!I 20
24    Co /i                            71 CI  _   _1'Nl() 1l _       15
Ihuoi A tig. 25 2100?
|   App7/roved     Ch/ecked bY                 7'ested I,v
l  ~      7I                   . '/}'   /  1X%                  (8
;I



Uniorn of Survey Companies                                     Palge I Of I
HANOI LABORATORY CENTER71uk7                                -     3
K in 9'/' HighwayIAv 7A Thtantli T7ni -1atitnoi
Tc !' 04 8/15359; Fc,rx :.04.86153.59
REPIOR7T ON
iS-ORTC?E' C MICEAI , IF'XAAM'INA lTION OF WA TV"R
Nrimc o/ ce'emrls Of/fic  BnIICK arid V'I-AT7C11 - IVlB
I   Pci/f.m/iI7iJI)   473 -2003          IX,h' of a/lemOn .  2() / 8 / 2003
Nlum, of Sm-mp/iPle: 1.5 tlf. AV'q. Vtai 7ho,tur  I0)11 of j.lli i. i/). 2'0 / 8 / 200/(?
Loei'tio. I: Mrg Vait viltage             (twe of (Coinncn. '.sf 20 / 08 / 2003
No         Properties            _  lethod ol lest    Ulit        Result
II  Cnyldl ( I'Irtil,-(.oho/ tCohIo  S\'c)1/.         II
U        ~   ~~~~2 Ta sic                        * l( N
3  (Odomr                            IC'V N
4   p//                               APi IA
I~ ~   ~    ~~~ Toa I fli                         / fc81asCa  11A8I
*  Tjrol/ Al  ,lIllaiItv  - (tI' Ca( 'O)  , I' PI/ll 'lSl
7  DKrrissolved 'V,i,('i              A P'! IA
8  'I'luhl,,1bidlv1 VI( VA                           i'Tl/
..~~~~/      Ntfi-N,        7           /     1.(1/onicll od   mge// ,\>// 1rl
_        I ~() Ail, ij N /VI                    S/lV,{,,lA,    air/ ,,,r)
I I  Ni-w *- No ,                     I (  N          ,m,g'I
I '/ 127 ( *hh,12        ionh -ov   ( . C( 1 *                 i     ZN
1   Nu nimphrr' -NSO 2                API'1I          n'
/-I  ()piirile( mM, li)  /0' )        1 '(I N lvm'//()             3'o8
15 TotaI 1itt oi- ie                  T, t(1 N        il'l         5((0
1( IFev c,rlos . /(n - Fe              t: N           n//I
I 7 7Mangetmese - Mt 2+               AP(IA           mg'/ll       0.60
18 *iiad - P,b                         AAIS        . /0  m.ql,'/1
I-             19~ lY fu Ai\ewnic -As                 /1,IS       .10' ni/l
20 Meicmcu  - fI,q                     1SAS         .I(J' itng/I
2/ Xmi,lml - N /VS r                                 (0  mv/
22  P/i nol                            'Si,         . /0 ? m ,g,/l
|           , x  /~~'I.  {l'(l/ ColIIi,, Z        I CV\N      l  'NI  /(R(0 1?11  ,7((
23 ,ol(i1i i,                        I (.1N      MI'N/ 1(),1      ,,!2V
_~~~~~_ ______-_                                __            __
24 EI. Co/i         I_____          __ c__N__4P____ml_2
11(iJioi, A ug. 2.-  200.1
Ap_,prv'e(d  C'lecked bY                      7Teste(d /r
, 
Ii.S                                                                &X¢
.                                         ' 



Uniont of Sturvey Comrtpanies                                      Page I Of I
- HANOI LABlORA7ORY CENTER                                         7
K in 9' ighwov IA 7ulicl Ti -1Pu                             cI-13ang 4
Tul 04 386/57359:' ['ax 0_ 04.8015359
R?EPORT ON
S11RT      IIF'AIC1!CAL, VXA M INI 1TION  OF  VA 1'TFR
NMmie o, Send/er's O/fi(u  BIAlCK a,r 1t 1 7C11 - 1W1
R?c/f ,mni/,mer  472 -200.3                 /),t/( ol or//ti,ll  .?0 /8 .  2003
Wmii. of Snmp/l  ,1 4 - AI',e 1?i,ire IRiver  ,w  , Iriii lab). :  10  / 2 '003
l,oetilie' lT:   anryq                      l).,. O fr (o'o u'n.  ',>n.' 20 I . / .i 2?003
No         Pr     lloperlies  _tl_.lheod offest _          niit        Result_
CdI  ( oir,., ( I'1/ow  ( /CI,lt .51 (li./)  .111,1      ,I           /0 00
2 r  / {ICi,                            I (IN                         Sv.Nr
t7 o(/                                  l( '1 N                     0dom b"N.S
4   p                                   A,'ll,                         7.35
| ~    ~~~~ T( I'/le 11 Ih 11, %.s /1 . I's      I /{ 11 ,I/'t,l  ,,,l mg/) (}
/1  To  l(  I/c l,i/ne' vl   (0  i(      11'11,'/A       1i1,' /       /(0  0
7   )i.  c\.o d cl  ) \ t,'C ii        .1/'11,1         011I          6.05
.   lIihwi./itv                         / IV'/'(A        1'VI1/         ( )0
/0 N/Va11l'i - Nll                    )ie .'iem/         11I14/I       0. / 6 5
I I  MNow,n' - NO)                       / (CV N         m,,e/I        0.30
/ 2  (  h 'lrie/c  j  (' ? I/            /CI  N          ,i,l.t//1- 2/.27
StI p' h(*ii ' - iSc),                   AP (1I 1  INll,Il             12 0'7
4   i)rr.ti'llnie  (,, A',4110ii' ,  /0' )  I  ( I N    1l,Q/(0 ,
I 5  To / 11(11- l   I Fc  ,,,,           1 (IN          n1t/l         0.70
/6  1'0,rioiis Col . V;2,                JI, N1'S        mq1l          0.20
1/7 MAmgmt4 esc - nl '                   ,11'11,1        mg,/ll        Q..5
I. 18 Leul - I/b                          AAS          . /  nI0//
|       / ') f l l Arsenic - As                   AA.S         .1(' m14/I      2. I5.
20 MeurcrYv - l,q                         AAS     *      .I(0 3 n//    0.2 5
I/ XThniua - CN                           .I           .J-3 171' ,1//  1.70
22  I'Iweol                               51'          J19 , m14//     8.()
**1  t (ColIP/6111                     I (I N       A4PN/00() mtl     2Q(}
2 4    Oj Coli_                           I1ctl N      AI1'N/10 nil  1_  2
.fioi, Atig. 25    2003
IAp~,proved         ('lec ked by                Tesed /bY
CI''                'Uf?I                         \', ;',
_      ~/                                                \. ''_ti~
i
I



Untion of Sutrvey Companries                                     Page I OfI
IIIANOI LABORATORY C'FN7TER
K m 9't' I-ligilhwav IA Thanli T- -[lai e             Phuo luc I- Bang 5
TIel .' 04 86153.59.-  04.801.5359
REPORT ON
|S!1O!? 7' ('UFAWA 1. F X ,~   IJ,  litON  OF WA TF?
U        Nam1le (/ .Scule; ". 0/ir( e .l3tLACK and VE1' . 1CIi1 -11V
1Rff m,rini/,be' .; 47f -2003              ()a, ofrol'f/clion  20 / 8 I  2003
Num/r. of Sample 11?3 Fieeze Fuaclov       )eur  II Ji; il.al,.. 20 / 2I 2003
Iuoce.itiorl:. Dorug Va?i,                fl)awa( fCminll. iesi: 20 II 2/ 2003
No         L'r(l)etlies              ,lIellhod of test  Unlit        Resuelt
C ( I u/, I   I ltiji, - (   ',(, I  s alc)  . 81'1/A    /           /0 00
* ,~ '1a, te                   'I(.                     ' ,     V      .    Su Cr
3? ,(h/o,,r                            1( A ,            -         (ir/aia./ ,xs
4   pUv                                 API/A                         7.0.5
S   InIal llI(/nC.\.\ - a,  ( 's1( '().l   A .n1t,4,1              200.00
* ~   ~~~~                   "I'''el.IArlll,-1. .( '° '; P. I'll.   #I,t'/)S}I
7  1)ix. /vs,h' . . 'd   ,               '1. o.I v.Ilt,/              I S()
8   F(fieti/                          I'1v  1'( '.1    ,'I1 iI V     SO 0
1  Am, Zolli Nit lN [A 1'1,7l ,ll                                     7 e8(}
[0 IV ira - N  , .                    )lir;womcill      mg//         0.0/ 7
/ 1  Nitrt - No,.                      I( A N           mng/l        (0(0S
2/  ( *Ilr,lgldc irI  ( I               I( A N          InnI/       I5./S
S.1 ½ilpl/i/lIe( - S( ) ,                 A/Wn// 3ngll.50
/4/ (Ji0im cmi itte                    I f h r/,,() , /0' I  / ( V N  m/10)1.
/ 5  /'oa/ iorl/ e 'ic- r'g i           '   N           im,//        lo 00
/0 |(cI vrl s rim fr -  IC A N II,,g/l                               25.1/
/7 Mnin    cs .ae'c - Mn                AmI/A           n,y/          0.55
/   b(wdl - tP'h                         AAS          . /() - 17r//7 2f0-J
/9  Arise''ii  - A.s                     AAS          .10'3 17glf    /1.13
'IO Mec vew  - Iti                       AAIS              mg/ Il     0.2
21/   ,;imr - CN                          SI'         . 10  I mn//    1/8
22  Plltr  .'                                         l((,t           .5.6/
23  1 ao/l Clifl nn,                    I ('V N     AI11N/100 Ilnl    20
'4 IL. Cro)!                            1( t'N       MI'NII() ml       9
IJarlei, Ar g. 25 "' 2003
A pprlo ed          Chtecke(li Y                Tested biy
l~~~.7                 - ?X                                   !i !
I .



.fq Pd;sdL                 Xq Pdj.)dllj        PdioAi0ddV
1I, (JIINIfv      NAD.L   -                          !1/0  3t j-
VI' V)(IINd       N V  .SV                            - 0/oli) / E /
()I         IL  V                     "PV  - ).V)11)flhl)I,  L I
//,Si'ld/   N  \. ) I                 ,),./ - //0)/ \'/0././)./  0/ f
;)l/   Vi/eIV              i t o5 - .)//'I/'/I/IIS  Ž  1
,i,,,,     N . 1. ) I                     ( ),  - i''"'!N  I /
VU. I  ,,,,''  VA/V, ' 1/N - !'PO''X'I                    I
W/.n',,,       IIdV            ''      '  -  )v,//I I'IqLv  9
VIZN 1(1 V                            1     I
N.  *. ) I                           .  ) A
N . \. ) Z                  {9~~~~~~~N  I ''>L  c
11           fV/IdV   _     (dJS. ,ltqo:j - Lii./ ) lu/jlw 
__~Ilf            .   ~  Ujoi,j       _ __ _.___  .dI(i~            .            I    .  _._____ 
Ž())-jh / 1S' / 1J  JY.)J  LIJUIUI(') )'' *)iI'(/      j''.i1.  '1!.  L)1'!).)''  |
ŽV(k  / X  / / '/'" / lii., V J~)~~I  IJ)1-1Ll)  I)JVjj/J  :jIeL dU Jo L,\
'(()  I  ,h'  I  1t   )ij,)  )//, lV' ) JO )Jll)(/} /,(/  f..OO}D /,-  6'2fi   .CJ/L/ L1lll   Jj{
UAI - I13.L 1'!J'i plul )JJ1"IU   : *"'I'I'' i""')
?121J. VAt 21() NOII 'iVIIV VVJ   .'i V '1 I $14113 £ ŽIOI'I'S' ' "
NO .LZ0Ž101d                                          |
9 |       .rij  I. I.I  0o 0II        )/- i  '1.1.  l1li  VI  1U I   b ,,      |
-~~~~~~~0 gOZ 6ue"-                                                       "I"'ll JPl
|  ._ .   - .Ul.L2VS;3 AŽIOJV.LOdI1'7 dV VII
Ii .(1                                                                                      I ~"  ~JU~IliJSVt It 21
i~~~~~ lo I  31I                                      d,I.m    i   I 1 [1



nrtion  f,f Stin '-cv Companies                                    P(l1,c I Of I
HANOI LABOJORA TORY CENTER
Plhu luc I- Baniig 7
| k'lw1Y'i' 9 Highwlav\ /A4 1!1t(ilt l7ri -lle/lei __,
TcI 04 8015359: IPa1' : 04.80/5359
REOrmT oN
SHI OR T CHEAMICA L EXA MINA TION OF i' }'A T?R
|        Nanu1(' ofl .Sc,(i'Si.cr's Off i e:  BL-CA hnd V 1('h - lUlB
Ref'. mllll?lhmb '   .  488  -200           I ) , ,/c f ,/1,, ti  H  . /  I itN /  '()( i
Num.of Sample: 7 1S7iaIlohw aqrtifr h}ell   0ail cf A in lb.:    1 / I 8 I 2003
(16 in )  Locatioi .-   Tr11in 7rrr             of (/ (I /111Comm'. if'c  21 18 / 2003
No __       'Poprerties               Aleiliod of test    UnIit        Resurlt
I  Confolr ( Plarmi, - Cobl,alt Scal)   A/'ISA            l            10.00
2   I'asi                               '1w1cN
3   .dour     .                         7 ( IVN                        , (l
4   p1/                                 A P/'IA                        7.0(5
5  Total Ilardilel.'s - I.S (C(YC (     A P/A m1I/l                   40(.()
6  Tlolal A/lk/littiv\ - u.> (C.C( (J   AI'IIA          In,g/         (),(
I         7   I  oi.  ved o.v.' c vAc'1IA P/,n,1/                                 t ).
' /t rI ,-bie/litv                     /1 '1'('',1       V1 / 'I I
1) Ano,i - N/              I                             mA'!IA  ,nc//  Q(J
/o Nil, it - N( ).I )ir(com,,,lod                        m             (Jl 0.0
11. Ni tirt - N J,                       '( I 'N         ,,,//0 /5
I/  ( 'I,C hl/lc i "I - ( I              I ( 'N          myg!          7-1.4.5
/I .Sullpl/)/ll(' - SO), -/ 1'1 m/l                                    ,.S(0
14  (r,'orgnic motter ( KA41() / /')    ' ('I'N         i,?lt/() ?
/   F o wla1 iron-  ,.,,,,,             'I N             mm ,9/I       7.20
lo', I      o'', ios loim - c'.          H I CVN         mmnll         5.40
II 7 MA4an,'elnesc - Ali i              A41'IlIA        17/ll         0()5
IS  ,ecad - Pb                           ,I'AS        .10 /  IIIg/l    1.78
/   A Arseiiic - A.                      AAS           .0 I            I .
20 A) i"ucmmY -                                         /0q  M         ( 0.18
21 *nXialm - C'N                         ,S'           .10 - mr,'I/    I 1.20
21 Phenol                                 S'    '      .10 1  -,,m /    8.(
I |       .? 1Tot(il Coli/r Z                     '7'( 'I 'N   MPNI//00 ml        15
24 E. Coli                              'CI N         MPNIIO( ,,,        4
Hlanfoi Autrg. 25  2003
Approved            C/heceked by                7Tested by
I~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~I



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I
I                                                    I
I
I
I
I
I
I                ~~~~~~APPENDIX II
I            ~~~~CONTENT OF SUBPROJECTS
I
I
I
I
I
I
I
I
I
I
I



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l
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I~~~~~~~~~~~~~~~~~~~~~~~~~~~~~'
I
I
I          Tiq~~~~~~~~~~~~~~~~~~~~~~~~~HTU
Xi~~N'o  CM ~ No                 T
I.~~~~~~~~~~~~~~~~~~~~~~~~~~~~1
U  A'~~~~~~~~~~~~~~~~~~~~~~~~~~~~~
I~~~~~~~~~~~NMD
I~~~~~~~~~~~~~~~~-
I~~~WHBN



I 
I
I
I
I
I
I
I                      APPENDIX 11.1
I             CONTENT OF HOkAIMAC SLJB3PROJECTS
I
I
I
I
I
I
I
I
I
I
I



t~~~~~~~~~~Lc                                     9 
co II 



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- in -- - - - -                                                        - - - - - - -                                             - - 
TINH TOAN MANG NLOC THO THI TRAN HOA MAC Q=400 .M3/NGD (GIAI DOAN 2006-2010)
RAW W.ATER PIPELINE NETWORK CACULATION OF HOA MAC Q= 400 M3iD (PHASE 2006-Z010)
O.D  11.71                                                                125
30 .a7
uz 2°                                       ~~~~~~~~~~~~~~~~~~~~~13.18
G2   0.00
GHI CHU-LEGEND
BCM -PUMP
i2 Q=4OM'IO.H=24=3M
?3 Q=4ooM'/O.H=25aM
GIENG2WELL
G2 MUC NU(;C DOW, DUoC MAT 0AT 9M
DYNAMIC 'NATER LEVEL BELOW GROJND LEVEL 9M
G3 MUC NUdC DONG DUC'I MAT 3AT 9M
3YNAMIC 'WATER LEVEL BELOW GROUND LEVEL 9M
i    THIET S LAM THOANG- AERATION EQUIPMENT



-      -----                   -m        m-- -- -                    -       -.        -
TINH TOAN MANG PHA;N PHOI THI TRAN HOA MAC Q= 26Mi3/H (GIAI DOAN 2006-2010)
DISTRIBUTION NETWORK CACULATION OF HOA MAC Q= 26M31H (PHASE 2006-2010)
8~~~~~~ 4
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25  -                           20
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|   3cM -PUMP Q=26M'IH. H=17M                             \,25
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-- ,- -                                                                             1--------
TINH TOAN MANG PHAN PHOI THI TRAN HOA MAC Q= 52.2M3/H (GIAI DOAN 2010-2015)
DISTRIBUTION NETWORK CACULATION OF HOAMAC Q= 52.2WM/H (PHASE 2010-2015)
21.79                      1925.03  .72  15.42
20~~~~~~g8
j25      o t /   t\^  D D 2 Q  4027.16   .55   1.44.1
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RAW WA- ER PIPELI'NE NETWORK CACULATION OF HOA MAC Q=800 M3!D (PHASE 2010-2015)
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I  |1 MUC .4UC DONG DUlCI MAT DAT 9M
DYNAMIC W'ATER LEVEL BELOW GROUND LEVEL 9M
r|G2MiUC NUCC DONG C'JO MAT BAT 9M
DYNAMIC VATER LEVEL BELOW GROUND LEVEL 9M
:3D MUC NU`C DONG cOUl MAT aAT gM
DYNAMIC 'VATER LEVEL 3ELOW GROUND LEVEL 9M
E T E   --      _
|   |   ~~A -H~IET s1 LAM TMOANG- AE'AT^N EQUIPMENT



1
I
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I
I                     APPENDIX 11.2
I            CONTENT OF DONG VAN SUJBPROJECITS
I
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I



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|                                                    .                 ~~~~~~~~~~~~~~1-11 TRtAN - TOWN: D6NG VtAN        SERVECD      RE 



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I~~~~~~~ Il!T0 ON eN                              0       FW)I



I ~~~~~~~~~~~~~~IL
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_  ? _______~_                     ~             _    _~_         ~     _ ._L



I
I
I
I
I
I                     APPENDIX IV
I              PUJBLIC CONSULTATION REPORT
I
I
I
i
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i
I



Public Consultation
3             District Town Hoa Mac
District: Duy Tien
Reporting Period: June, 2004
Environment Impact:
*   No.   Environment Impact          Mitigation measures       Opinion of DT's      Opinion of ihe
__________________ _____    _ _______________              representative          ublic
I 1    Site clearance stage
Potential risk of explosion  Mine detection in construction  Mine detection in  No comment
I                    due to mine residues from  area (WTP, the Network,      construction area
war time                  Production wells, pumping
station)                     _
1.2    Land acquisition          -   Setting up Compensation  - Establishing       - Proper and timely
Committee                compensation         compensation scale
-   Timely and proper        committee
compensation policy
-   Publicize compensation
level
-   Propaganda and awareness
raising on compensation,
_ ___________________ __      removal for the public
11.1   Construction phase
I                    Dust, noise and air emission  -  Fencing around the     - Restricting vehicle  - No construction
construction site        speed in the         from 22.00 - 5.00 in
-   Covering hauling vehicles  construction site of  residential area
-   Sprinkling to increase   less than 1Okm/hour
humidity in transportation
route
-   Use of construction
I                                                  machine with permission
from Vietnam Registry
__ ___A_ Agency
11.2   Settlement, erosion during  -  Sound technical design  - Proper design      No comment
construction of pipelines  -  Strengthening of control
during construction time
11.3   Impact on Water           -   Collection of domestic    No comment          No comment
*              --    environment                   refuses of workers for
disposal at prescribed sites,
monthly periodic collection
and disposal at DT's dumps
11.4   Pollution of groundwater due  -  Sound structure of wells to  No comment    No comment
to poorly structured wells    prevent infiltration of
contaminated water from
surface courses and other
aquifer into exploiting
aquifer.
I                                              -   Well drilling as per technical
specs.
-   Strengthening of drilling
__ _ _ _ __ _ _ _ _ __ _ _ _ _supervision  _  _
I



II
U              [I 15  | Traffic congestion       -     Placing of pipes on       No comment           No comment
l      l                                sidewalks.
-   Construction during off-
|                                                      peak hours
-   Remote traffic distribution
-   Part-by-part construction
___   __      ~__    _ ____         _       _    __               ___       _-_         _   _
- methods_apLUd    _    -    --                -  _ _ __ _ _ _ _ _
11.6    Excavated earth                Excavated earth materials  No comment          No comment
form WTP, pumping
stations, and production
wells used as filling
materials,
-   Surplus earth materials is
I                                                      collected and transported to
proper disposal sites of
each DT
11.7                  Emergency                  -   Training for worker in prior  No comment        No comment
and during construction
time
-   Fully equipping of protective
*___                  .________ _      tools                      _
111    Operation phase
111.1  Generated domestic refuses  -  Collection by local        No comment           No comment
i                       of workers                     URENCO on contractual
basis
111.2  Wash-up wastes              -  Collection by DT's authority  No comment        No comment
and transporting to
*_______________________      treatment sites (DT's dump)
111.3  Noise and vibration         -  Anti-Noise and vibration   No comment           No comment
tools considered
-   Installation of noise,
vibration insulation tools
111.4  Contamination of supply     -  Construction of protection  No comment          No comment
I                       water                          zone
-   Zone 1: with diameter of
30m around the wells:
construction of landrnarks,
restricting all activities may
leading to water
contamination
I                                                   -   Zone 2: with diameter 300m
around the project area,
putting landmark to restrict
I                                                       development activities,
wastes discharge, use of
pesticides, agricultural
_____                                  chemicals
111.5  Drawdown of ground water    -   Exploitation with capacity  No comment         No comment
table                          equal or lower than
anticipated capacity,
I                                                   -   Periodic clean-up of wells
-   Public awareness raising on
water use, exploitation
*_____                                 capacity                                        .
I 
I



U111.6  Settlement                -   Siting of wells at interval of  No comment     No comment
at least 250-300m
-   Regular monitoring                        ____
*               111.9  Safety and Risk of fire,   -   Development of safety hints  No comment        No comment
explosion                  -   Strengthening of equipment
check
I                                                 -   Providing warning signals in
dangerous places
-   Develop emergency
__________________________________     respond   system          _
I
Recommendation
*   Project activities shall not in rush hours from 22.00 -5.00 to ensure health of local community
*   Ensure no influences on activities of the public and bussinesses
I               *  Quick implementation time
*   Finish compensation before start of construction
4th of June, 2004
DT's Representative
(signed and sealed)
Pham Huy Hoang
Vice Chairman
l
l
I
I
I
I1
Il
*1I



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|Ten thii trlin: thi trOin lio.iq Mac
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Dang kidin Viet Nan.
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trong khu vLrc dur an kh6ng
quai lOkm/h
- Khlong thi cOng trong tl-ri
giail t1r 22h d&L  5 sAting tui
___________________  khu_vurc_den_cu._             __  ______
112  Sut I6n. silt Ir - Thiet k6 ky thuAt hply -p 
tlonilg  quli  - T,hng cucrng kimin soAit trong  -        . e                Cbn
tInh111 ihi co0n1  qua ti"iinh thi conlg            f-C
iuy6<n  dturLmg 
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I      113   T.c dong tci Thiu don cic vat lieu xay durng,
n1oi   trriio  i ric thai cua cOng hilan 11aing
nucr6c  arong  ngay do thai duing nacri quv(e -  t'{ ' 6ut,Au'w  -
I~~~~~~~~~~~~                         l
(lui tninlh xay cdinii. Dinii ky hang thang sc
dugll          l h1L goill vii d6 thlii \.'xo bali rc
I  ! __ ___-._  _i      i  cua  cac th; tr 1 _th l.c c c                          _ ____ ___I_r_i



I. 
I           T~~~~~AC:DUNG,  Cl(- BINPfl(~P m~ iiHifu't      Y KI~N               i KIfPN
T r        TRIjI(JN(G  C(A D1I I)llN 1IITIA,N                          ClIA CONG D6N(G
*        11.4  O     nhiic11  - Thi6t ke c-al truic gieng
*nguon   ntrdic khoaii dcklini bao khong c6 slf
.ngaimi do ket xam nh~ip cdic chat bain itr be
cau CtiC gilhg  MaR va C 'IC ltnlIg chirai nmr6c
kIhoai khong   klihac vaio tang chCra nir(lc  -                               ,/tz
dairn h.io     ngaini khai thaic
- Thi cong cic gieng khioan
tIiCo duing yeLl caiu k, thilLut.
- T.ing CtrWIng giarn sait k5
--     -tihuat. klhoani
11.5  CAinl tr& giao  - Thiet ke cac dir6ng ong dan
thong          nuc&c ben m6p via he du6ng.
- TnIic6tIgtiuiggibkhNcAszeln.  ltyho     z1        r   h    idae
- PIhun lu6ng giao th6ng t r xa.
- Tlhi cong theo phlicmig plizp
cuon chiieu          _        __
11.7  Lucmg d,t d(lo  - DSt dao tai hle th6ng tramil xur
d,ip          1, tram bom va gie"ng khai
th;ic dtrcc sir dung san nen ton
cao, han ch6 ngAp lut. .                                   I
I l                          - DaDt dir thCxa trong qui trinh  .     
thi c6ng dufng 6'ng dan duLcc
thu goIIl vAn chuydn d6n cac
vi tru d6 thAli hgp 19 d6i v6i
|   ___            itUng tieu dr an                __
|  *     11.8  Sir co        - Tap hulin cho cong nhan truc&c
1    .l  *                    vA trong qua tr'eih thi cong  !<Al, 19s;4 b  l AI
- Trang bi day du cAc thi6t bi
,.an toan lao dong,       _   _.
III  Giai doan vAn h?Anli
111.1  Plhat sinlh cliat Hap d6ng v6i d,6i v6 sinlh tai
thiAi sinhl hoat thi tran dd thu gom                l &   t(          tu J      It6 *
cia C61lg nhlm                                  7 /1,                             f
van hanh tramn
111.2  Can thAii rua Cac thi trPfn thu goI V.i van.
loc            cue de'n ncri xu y Bi  rac  klg     &2As          h   ,h,      }
bc_            cua thi trann)   1                           .        (
111.3  on, rung      - Thi6t k6 giam 6n, rung
- Lap dAt cac thi6t bi giam 6n,  h       B                1iac /to' J'4j
111.4  0     nhiieii  Xay durng cAc di phl6ng h6:
ngu6n    nurc  - D6i 1: o bAn kfih 30in
Cap       ~~xung quanh gi6ng khoan: xay                       1~-      -y(.
mding c6c m6c bao ve, nghiiinm  kf(h                            A'fUi
caim  moi hoat dOng gay 6
nhiim ngu6n nLx6c trong (16i
_              _b  A  oy'yl             _ _          _ _ _ __I_          _o v_ n_i__y



T'r    TAC DONG,     CiC BIEN PILAP GIAM T1kIl           V' KI lN               Y KILN
-         ~~~~N101TR'I'RONG                            C6A DAI DItN IIIRN         ACNG DO'NG
- D6( 2: C6 b'in kinh 300in --
Ca1ill moc  gi0i khong   quii
hoaclh phit trien cong nghiep;  /    o  -            ,/
hŽii che' khong dtrcc xVi chat    ,.,      gq,t1     Kl(ktUi     /4(1
thai; han che' su duiig p1lil _
b6n hod hoc, TBVTV.                       __
111.5  Ha thl'p initrc  - Khai thsic lru l(LCgg nul'rc
IIU(C   ngirm   nh6 hol hooac blang Luu lurong
cua cac tring  Clio phep
chlUa nt16c    -          iDiiil ky lam sach ca hoc cac  r  w
I                             106 klhoani kliai th 6c.
- Tuvyn truy6en giao duc ngLfoi
d0in ve y tlhiic su dung nu6c,
*                            hal  che' 1ru luung nudc str
dun!g, gi im  cong suait khai
111.6  Sut lh'in trong  - Tli6t ke' bo' tri cac gie'ng
(11.g tri-iib khiai khioani kliai thaic caich xa nhalu l      . r_
thsi'c         toi thieu 250rn - 300im                    't(41      N..t(it hI$4di
- Quan trac thudng xuyen                   ___      _
111.9  An  toan  vai - Xay dtrng cac chi dcanu an
caCc sLu cO' cilay  to.in
Io              TJl lang ctLrong kikin tra tianig  f   Sti' /5;j   t-(O-Z  h.       M
I                     ~~~~~~~~~~~thi6t bi  l)clbi  uiigN16ty                       b
-  fIap cac biic   bao tai nifig
n1oi n:guy hiemn
- Lap lid th6ng phLrong tiin
I  I      *     I ~~~~Lfn'r CUUL su co_
I       Kieii nglii
|  at. . ..... & 
- /zi..                     ....t.  ..         ..C.     . . . .    . (.d.i  .
I                         yh|     .~2~         6>     k/va                                    A, 
|~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~.                 .   .<n... . . .   . ... .  O  .  k.o   ..c. .. c f .Dv.  l*t.t... ..
1i1(i6 W t1   5 h6i d        IAtI  /iWc'& 4a     7 J 1Q
I~~~~~~~~~~W                           - , zSli/g -8 %tez A.i~ rt_.UsS *z , c iz
I ..............~~~~~............ ................ ......................... ........................ .......................................
Ng.v (,-4 ilaontg 6  ;aini 2004
-              'I  0   rn;&I iY I IOANG



r S f   t~~~~~ - avp~~~~ ~~Rgrv/ ~~~~, °}Sd~~------ -  7E -ji----F--U-6 
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ihIG3I IHI Di).fN dY3 Ny &IQ VfIDI 9NQ&flI IQN 9)NQQ V 3yA 
9NQG DM93 N's1I) X QQ IMYHI dOHl MN½I NrHIS 



_ _   _  _ _ _ -   -    - - - - -   - * -   l  l
___    ____ _    ____ ___._              __-      I 
~~~~- -__            _  _  __   -      ---- -----     I 
1'_   _ _ _ _ _ - ' - '-'     --  _ _ _ _   _ _ _X  ------   U
-   -___  -~__------------- _ -- _----------------- ------- -------  l
_ _ _ _-- ---- _ _ _ _   - - ---------.--- -~ ----- - -   l
---__--   - --  - -  ---  --- -  -   ----------- _------~----------_--- -------  I
-       '-7--- -7- -                --  9      I
NS.l. 3N        1113 V'i(1         NIL VZA 011  |   1.........................................1 



Public Consultation
District Town: Dong Van
I             District: Duy Tien
Reporting Period: June, 2004
Environmenit Impact:
*No.    Environment Impact          Mitigation measures           Opinion of DT's       Opinion of the
representative       public
TLi     Site clearance stage          _     ___                   .     __         __
Potential risk of explosion  Mine detection in construction  Mine detection in  No comment
due to mine residues from   area (WTP, the Network,       construction area
war time                    Production wells, pumping
tion            station)
1.2    Land acquisi                -   Setting up Compensation   - Establishing       - Proper and timely
Committee                  compensation         compensation scale
-   Timely and proper         committee
I                                                    compensation policy
-   Publicize compensation
level
I                                                -   Propaganda and awareness
raising on compensation,
removal for the public       ___
*11.1   Construction phase                                       _
Dust, noise and air emission  -  Fencing around the       - Restricting vehicle  - No construction
construction site          speed in the        from 22.00 - 5,00 in
-   Covering hauling vehicles  construction site of  residential area
*                                                -   Sprinkling to increase    less than 10kmlhour
humidity in transportation
route
I                                                 -  Use of construction
machine with permission
from Vietnam Registry
_________________________    Agency            _                _
*11.2   Settlement, erosion during  -   Sound technical design    - Proper design      No comment
construction of pipelines  -   Strengthening of control
during construction time
11.3   Impact on Water           -    Collection of domestic     No comment       -   No comment
environment                    refuses of workers for
disposal at prescribed sites,
I |                                                  monthly periodic collection
and disposal at DT's dumps
11.4   Pollution of groundwater due  -  Sound structure of wells to  No comment       No comment
to poorly structured wells     prevent infiltration of
I *                                                  contaminated water from
surface courses and other
aquifer into exploiting
aquifer.
-   Well drilling as per technical
i                                      ~~~~~~~~~~~~~~specs.
_________            _      -   Strengthening of drilling
supervision
g  11.5  Traffic congestion        -   Placing of pipes on       No comment           No comment
sidewalks.
-         l ._     _  _            _   ____ _____  -  Construction  during  off--_X_._  ______.____ ___________
II
Ul



peak hours
-   Remote traffic distribution
-   Part-by-part construction
methods applied  _                                __-_
6     Excavated earth            -  Excavated earth materials  No comment           No comment
form WTP, pumping
I                                                   stations, and production
wells used as filling
materials,
-   Surplus earth materials is
collected and transported to
proper disposal sites of
each DT____           _    __    ____
11.7   Emergency                  -   Training for worker in prior  No comment       No comment
and during construction
time
-   Fully equipping of protective
tools
III    Operation phase
*   111.1  Generated domestic refuses  -  Collection by local   No comment           No comment
Ill.   of workers                     URENCO on contractual
____  ____   ____  ____    basis
III 2  Washi-up wastes            -   Collection by i)'s authority  No comment       No comment
I                                                    and transporting to
treatment sites (DT's dump)
*11.3   Noise and vibration        -   Anti-Noise and vibration  No comment           No comment
*                                                    tools considered
-   Installation of noise,
vibration insulation tools
111.4  Contamination of supply    -   Construction of protection  No comment         No comment
water                          zone
-   Zone 1: with diameter of
30m around the wells:
construction of landmarks,
restricting all activities may
leading to water
contamination
-   Zone 2: wilh diameter 300m
around the project area,
putting landmark to restrict
I *                                                  development activities,
wastes discharge, use of
pesticides, agricultural
*____                                 chemicals
111.5  Drawdown of ground water   -   Exploitation with capacity  No comment         No comment
table                          equal or lower than
anticipated capacity,
-   Periodic clean-up of wells
-   Public awareness raising on
water use, exploitation
*  *  _. _________ _            capacity                   _
*1ill.6  Settlement               -   Siting of wells at interval of  No comment     No comment
at least 250-300m
-   Regular monitoiing
l



I    'I'_ 
111.9  Safety and Risk of fire,    -  Development of safety hints  No comment         No comment
explosion                  -   Strengthening of equipment
check
-   Providing warning signals in
dangerous places
-   Develop emergency
|   i _ _   ___X respond system      ___
Recommendation
I              *  Project activities shall not in rush hours from 22.00 -5.00 to ensure health of local community
*   Cleaning of workers' camp and construction site
l   The Contractor shall leave earth piles in described places
*   Quick implementation time
Il4th of June, 2004
DT's Representative
I                                                                                                    (signed and sealed)
Le Quang Vu
Vice Chairman
I 
l
l
I
I



BA)O CA()OTFHAM VAN (2ONG D6NG
I~~~~16 tIli li tr-a'ii: tlli 11',1'161 tOIg Val
Huiye6i: Duy Tilln
KKy )bao cao:         6 G  41>/9 2AZa#Z
'Tc d101ug IllOi tra6li g
l'A(' DONG   ('CBE     IA'C~I           ~VKIE-N                       YKIiEN
101ITRUfONG                                CU 13IEN l'IIAI'  j tiA DAl I)EN Tlll TRAN  C (2l lA (ONG( DONG
I   Gili (loaln ghii pII)ng Iat
1. i  KlA nang phAlt  )6 nim tli cac vj t i i colng - -
Silill SLI C6i LIO  X.Iy CILdIIg' (trani X  IY, tLye&n .i  i  (                 /- 6,
hOIIl lill C6lt LdIOlg oiig d0inall, gidullg kimi 
illCJi KL chlieii illaic, tr.un boam ca') UroC) cc   
1.2   Ii ig [&1Il'ul ' d   - L LI) lPCi d10nig d(hiii. b6 1) .  #X          ,    9 
; I dat:  |      - CIIi phi de-n bii blp 1(9I) 1*, ki
- COg kI,ii iinrc dnII Nia.
- Truyln tIrLnyll iailig CaO nhI`m
iliLrC dell bCi, di (101 clio c6ng
-,~   ~~ ___--  IK.1I............. (I0li&L       ____ ___-                 _   _     _ _- ._ 
|   II  1 B,    k   - i p tLfg bao    Iitd iili kIl LIlil
_ liLii       u\LCc dii COng. 
- Clhc kiin xc llolig qua t/lAili                            )l'4v
vanll cIuiyein llglyell vat lieu. I .
l ~~~~~~- h{lrai likrOL) lIflg do urnl ca*t. /.-/( F' Vs? CJ./ 7-;Z 2 2 />
do011 duiblg 'Nv1 cIiuyell.             .
'SLr  (ILII18   pIiltl'Ig  1l161  dii
cbOIg c6 clkCrnig clhi cua Cuc O
D angr k-iein Viet Narin.                               "- -
- QLII Cili t1 c (dd Xc CIIhY
I rin(  kILi \'LIC lif An khIlng
U  ~ ~   ~    ~   ~    jt~~~~~~~It ()knil/l
LiMI10ii Lu _
*             - I              Kirung  iigay d6 liiii COnKioiig;lAl g,                         p/o)lg tllbi
| ~ u~i iiinh xliv dgiub. tDl 22'  dn  Ii snig tai
kvliLl \'LI' d*111l C Lf.
*   11.2  SLU   ILj,1 . Siio IL iT ii't ke-k d  thaiilt llOi) 1 I c
|               !h'dillt,  CUdI.i   -Ilg CLIdtIgl irn S-At IWyIS
-llilh  111i  t'll 6  i t, ta1il1Il  °l     5    f 
I L I )/ :11   C II1  hiil 11l CCI     1/
11 'LIiC   LICII0 1 0; IY  IIIUI LI(II CalC  VM! l;e~U  x-^ty (ILrIlc,   .
. |        ~~~~IllOi  ll-llC0ll2J l-it lIhii CLlit COIlg 1ddnliil li11,  A}/o ;  ,   /D  zif  a,
-   i     ~~~1111'0'  11,011c,  ligcil)   dO-  lWia   dLIIig   iicii  tLLv _ 7  
L iLli  lIrinhl   XAy!  (iiiii. D'ilil  ky   n  ll t han   ,;6lI  s 
*   I     ~~~~(ILI11(    111UI S011il v   (1-0 IIdit va/d()  I -i;  iC
..~~~~~~~~~~~~~lzt cLi c... tl.i __. . .___ _ _ _ _ _._._ _ .. ._



'I'AC 1) N( G                    N                   mKE"N                Y KlIEN
M6iO TIJNG       (>C__                   -__   COA~ DAI DIEN'I'lH'I'RAN  --CUA CLONG D)ONG
11.4  0              -il 61  Thie't k-e c-au icuc gI C-i1,
nlgLnn   nnLdCC  kiloan dAiin bAo klidig CO' SLf
igaiia ~Iu k&i\xaii nhIItji cJc chi5i bUi Itd 
CanL LaLC gicug  matM V'a CAC [ang Clcau'i nc         /,,yla'2
khioaii klIming  khLic 6'o  aicig  clhCra InIr6 c 
damtii bauo    nigani khami Iliac
-Thil coig caic g6iig~ klhoan
iLleo diin1g y&Ln cau k5' tiamaZt.
FAIe, Lfol  giAmn sAt k5'
15 Cai' IIno- gliano  Thie't ke~ cdc dtf6iig onig diki
0thong          nIL6c b~,n 111~p V'iLlal iL dbIg                     I-
I            - 1~~~~~PIiaii ItIO'ilg glidO thmolig tiii Xa.
1171 Luong dat  -lii Cong Llico  hog    ld
LI   -Dati dit an  he thionig train xtii
cIap  ~         ii, train bumi v'a -ie'ng khiii
hlidc dLf0C Sit dtung sari nieim tonll...Ij.                 *~
CIAO, hall che rigap11 lut.7
-.Da iL  ( L hu 01 iiuI-lig  LqLa  11Ii'iiii
1ii1 Conig duLflg Olig dclan dUCIL(
IIIL 1101m Vanli hUyeii denl CAC
vitri d6 IlUii hupY i~' d6dI V6i
* I  .7                                                  __~~~~~~~~~~~I 'L iL l
*   ii.8  SLn c6           T ap) hiuaii Clio Conig iihamti trifdc
V'it ItlOlig  ILZ111 1 t ill l 'iii  og{4 6  l /)6            -'   h  )
lrTu'ig bj daLy Li CI cii 11i6l bi
- ilL 1~~iip;ii hOd: tohi 1* lao dollo
111. 1  Phati sinhi Chiat [lo  0 'i     V~su    a
cua cong nhaii ~.pdii vtu goibi v~sii a
v'ail 1aLt1h taint
111.2  Cii'an thAi ri!a  Czac thi hral thiu gomi v'a vanll.
Ioc            chuye-it d6n nai xtii ly (135ili rAc  L&  Y4/a2       ,/.y-'~/ 
C6a liii tdrin)___________
- Lill dat Caic Lhle' bj giAmii oil,
*  111.4  0      r~~~~ihlienii Xay dLung cac d6i ph6iig Ito:
nIOUI ndn LniCY  - Di1: co bLiii kiiib 30m n
Cap)            xunog quaiihi gi&mn- klionimi: xLy  /  f)             /i'j'         ~'
Citing c ac mOk C biano- ve, iigliieni                   .
III ii IiY  boa  diig gaty 0
nhli6il nlgLdiO nutO6C Irong clo1
ti k V   lty                   _ _ _ _ _ _



-  ()  DN(1  U \(: HIEN IIAP I ILAO IANiTiEU rt  Y�IN              'V MEN
INiOI 'rm1lONG  _A__W                      CLA D)AI DIEN T111T'RAN  (AIA CONG DONG
-   i  :  ( b ( ii kiiihi 30(0iii
C_ iin  oc  gidi k     (ii                /           . k-      /.
*liL phIn C0u2 .gip        /2')ll coil, IlP \i,4 t4izp
lfhii; hall ch1e stf duill, i pha
111.5  I LI  Iai'll)  lIlLfC  -  Klhi,i  ITlLic  hlLLi  lun 1 Li OC
I111C  lgin    ll ii6 ho  ioiC h)angr lnlI 1,0 2
C cLI a cic Ltiaili  Chlo ph6p.
*   '             fll'l'.lLI s1ic'0  - Diii hi      CdC  1L1; /*ysc lj c' v h( 'c Ic
)~~~~~~~~~~~1             101<lozbl1<lllls  .  ii.. ..
T - IUyCII l'llyIl gi.iO CILIC ngLli
d~n ~ 5'thtic si C du gL(uC,I
CkIllS Ve Y 111LCC SUf LIL!11- llU1f'C,
*  1a Che' lLUL ItLf0'11 IlLU6'C SLf
I                            d(tiLig,  gi.lill  Co11n   SULl  khli
i hiic
111.6  SLt IrIII  ong  - '  U)lii'L   tl) i cjiC  g
utiai willili khm  khoan1 kihiai Lhac cAch x a ilililnLh  4/2 
ILhdiC  .      LOti LhiLe'ti 25Oiii - 300m) 
111.*                     - (')lila rac tlhiti. lo x uYe1
* 111.9  Al loall v a - Xiy (unll(g ciC chli ClAn ai
CaC Stlf CoCli'y  Loanct
T-I'i g  CL'L'iIo  kicivi  IIit  lI'ill,,,
1-I ap caic bi'en bio Lai niiluillg
*1                            IlOi lguy lliei
Li- Ia  he 10llg IliuOlIg tiell
|          - - _- .  . _  _   .,!., ULl,W  CLILI SLf CO  _.                          _
Kie6i tigiii
I                  - >,c;     A/cX  A>r    Y'            724< vxfi  i4X. '4.vt  Aa     Avo
Ae,~~~~~~~
> j   /.d e#Z     W>M     ,$7<)tyiX               rc    2   ,>
L
/~~~~~~~~~~~~~~~~~
1)   
I                 --A jacr             Cr/       ;                //' ZS ,?K'  /A-Zg Xf >X'S- 4.K
|            ~~- ,//-g/ ,,7t-g'}/-) 7t      @   ,Ljing   aw,7- 
I|                                                    v              N     -z!   'N jIli,l  '-K I2zz2)



U  Il1LN Il;.N l1o)'1 lANi 1)() D6 IJIN (0 O )0kNG
\'!DI ;l(. UON(G j1I 'ifAi0NG  (  1)1) AN (AP iN\J(c
61    TAI Tillc TAN: n,/  -
I~~~I
I                              ,
AV ,
177 
I   [ ' d L?4 /:-   l<ŽncZ  -,  /Q¾ZKC  /Qu,,  2,,, &Ž,,2 ) 
|~~~~~~                   ,- -  C'SfsaAMM  st 
|     y   %/. <eS 9   "--  - A2 /A/6§2-2 27-'j,tI~ 2'X /GR}C
1-//   7,;  9~  t- i  / CA  / 4)/ ,
I   > At"/Ii -Se         AC�2& /2-�4X .2toW-
A37 (- ,Xt  i2?v' .Ga 222/ z<f-  1
* |  ,/ f' ((<7 i-/2 /-i@4 / ,  C < 
I     .isl     i'6 -/X 6y  .,fk    c*-, ,@,> r/. --
|~~~ -- -'7 ,



1  -.:2t1t                           l 
| T j1 t- X4  X  2  -'        -3I
|  : XG- /2rew2�242           -           it
I       _-                  .  , , (  . -  ./ ., 
U       1   
I~~~~~~e& ZeV 
I~  ~~/-~��~
I                                 l  .  I __ ..... ........ _ , ...L(
I



I
I
I
I
I
I
U               ~~~~~~APPENDIX III
I              ENVIRONMENTAL CERTIFICATE
I
I
I
I
I
I
I
I
I
I
.1
I



I~~~~~~~~~~~~~~~~~~~~~~~~~
l
K                              II~~~~~~~~~~~~~~~~~~~~ 
l  I  r__   -----1                  1 M!     I~~~~~~~~~~~~~dI 
I          ow=  '   '  --'
-       -- - - --- -'
-   -   -   -   -   -   -   -   -   - -   -   -   - -   -   -   -   -   -   -~~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~~~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~~~~~~~~~~~I .
r4~~~~~~~~~iI 
6   ~~¼ L
-   -   --   -   -   -   -   -   -   -   -   -   -   -   -   -   -   -~~~~~~~~~~~~~~i



I U Id() A   5 1(   N  -  I  I
vI  I I mI  II ivrA V v.JII,J   1', I A                   1101'yI.V.i  - *1'l  ; lill KV;  )  - \ *IHy ,.   I II
~~~i1,1 rlll    v'v  yi:)t.jtou-riiUl, ~                      J    - oL)yu 9H4)fl)A1 I !t
1IV4 Wid V" - I L IVA )U4L
I iIS   - . VI VOU Mv19            N rooUvwl - iyi I I 90114 VOl 49 o9l 
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*    -IET 1 LAM HOANG- AERATION EQUIPMENT                                                       G2    oUTY
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TINH  TOAN MANG NLOC THO THI TRAN D)NG V.N Q= 1100                    3/NGD (GTAX DOAN2 010-2015)
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!     53 ~'.lU`C. NWC DONG DUCI MAT DAT 5M                                                                                  O
DYNAMIC 'VATER LEVEL 'ELOW GROUNO LEVELSM                                                                    S2
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Public Consultation
District Town: Vinh Tru
District Ly Nhan
Reporting Period: June, 2004
Environment Impact:
No.       Environment Impact           Mitigation measures        Opinion of DT's      Opinion of the
_____ .__I___                              representative          public
_  ~       _ _                                                  ____
T.1     Site clearance stage
Potential risk of explosion  Mine detection in construction  No need          No comment
due to mine residues from  area (WTP, the Network,
I                    war time                   Production wells, pumping
station)
1.2    Land acquisition           -   Setting up Compensation   - Establishing       - Proper and timely
I                                                   Committee                 compensation         compensation scale
-   Timely and proper         committee
compensation policy
-   Publicize compensation
I                                                   level
-   Propaganda and awareness
raising on compensation,
removal for the public    _ _
il.    Construction phase
711     Dust, noise and air emission  -  Fencing around the      - Restricting vehicle  - No construction
l                                                   construction site          speed in the        from 22.00 - 5.00 in
-   Covering hauling vehicles  construction site of  residential area
-   Sprinkling to increase    less than lOkm/hour
humidity in transportation
I                                                    route
-   Use of construction
machine with permission
from Vietnam Registry
_____  _ ______________________ _  A gency                         _
11.2   Settlement, erosion during  -  Sound technical design    No comment           No comment
construction of pipelines  -   Strengthening of control
______   ______________________        during  construction  time
11.3   Impact on Water            -   Collection of domestic    No comment           No comment
environment                    refuses of workers for
U |                                                 disposal at prescribed sites,
monthly periodic collection
and disposal at DT's dumps
11.4   Traffic congestion         -   Placing of pipes on       No comment           No comment
U                                                    sidewalks.
-   Construction during off-
peak hours
-   Remote traffic distribution
-   Part-by-part construction
methods applied
11.5   Excavated earth            -   Excavated earth materials  Surplus earth       No comment
form WTP, pumping         materials shall be
stations, and production  disposed off properly
*              ___    _ _ _ _ _ _ _ _ _ _ _ _ _      wells used  as filling
I 
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materials,
-   Surplus earth materials is
collected and transported to
*                                                   proper disposal sites of
each DT
I 6   Emergency                  -   Training for worker in prior  No comment       No comment
and during construction
time
-   Fully equipping of protective
________________           tools         .___
*111-   Operation phase
111.1  Generated domestic     -   Collection by local URENCO on   No comment         No comment
refuses of workers        contractual basis
I              111.2  Wash-up wastes        -   Collection by DT's authority and  No comment        No comment
transporting to treatment sites
(DT's dump)
111.3  Noise and vibration    -   Anti-Noise and vibration tools  No comment         No comment
considered
-   Installation of noise, vibration
*____________________      insulation  tools
111.4  Contamination of       -   Construction of protection zone  No comment        No comment
supply water           -  Zone 1: with diameter of 30m
around the wells: construction of
landmarks, restricting all activities
may leading to water
contamination
-   Zone 2: with diameter 300m
*                                               around the project area, putting
landmark to restrict development
activities, wastes discharge, use of
pesticides, agricultural chemicals
111.5  Safety and Risk of fire,  -  Development of safety hints   No comment         No comment
explosion              -  Strengthening of equipment check
-   Providing warning signals in
dangerous places
-   Develop emergency respond
*                                               system
Recommendation
l I|           *   Project activities shall not in rush hours from 22.00 -5.00 to ensure health of local community
*   Ensure no influences on activities of the public and businesses
l   Quick implementation time
*   Finish compensation before start of construction
4th of June, 2004
DT's Representative
(signed and sealed)
La Van Ngoc
Chairman
l
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