Padma Multipurpose Bridge Project

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Figure 3-37: Benthos indicator species for fresh water bodies in the Project area. .......................... 3-50Figure 3-38: Locations of Environmental Quality Monitoring Stations .............................................. 3-51Figure 3-39: Kumarbhog Jamey Mosque......................................................................................... 3-623-iv
3 Description of the Environment3.1 Physical Resources3.1.1 Topography1. The topography around the Project area is almost flat with elevations on the left bank alongthe approach road ranges from 6.7 m to 7.7m, while elevations of the right bank along the approachroad ranges from 3.6 to 7.7 m. Elevation profile of the natural ground along the Project road (includingapproach road) and river bathymetry (along bridge alignment) is given in Figure 3-1.Elevation, m1050‐5‐10MawaLeft BankApproach Road Towards JanjiraRight BankGround Level, mRiverbed‐15Padma River‐207 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28Chinage, KmFigure 3-1: Elevation profile of the Project road2. The Project area is located in the flood plain of the River Ganges/Padma, which is part of theactive delta system consisting of flat alluvial plains and is quite active with dynamic and simultaneousprocesses of accretion and erosion. The physiographic features of the project area are shown inFigure 3-2. Left bank is located in ‘Low Ganges River Flood Plain’, while right bank is located in‘Active Ganges Flood Plain’. The relief of Ganges River flood plain is locally irregular alongside thepresent and former River courses, especially in the west, comprising a rapidly alternating series oflinear low ridges and depressions. The Ganges channel is constantly shifting within its activefloodplain, eroding and depositing large areas of new Charland in each flood season. The right bankis (Janjira side) prone to more erosion than the left bank (Mawa side).3. Digital elevation map of the whole Project area is shown in Figure 3-3. Elevations along theleft bank mostly range from 4.5 to 6m. Higher elevations of 7.5 to 9m are located in isolated patchesaway from the bank.4. Elevations along the right bank mostly range from 7.5 to 9m on the upstream, 4.5 to 6m ondownstream. Very low elevations of 1.5 to 4m are located immediately near the bridge landing.5. Elevation in the Charland ranges from 1.5 to 6m. Charland on the upstream sides are moreelevated than the downstream side.3-1
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Environmental Assessment ReportDraf
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2.3.7 Resettlement Sites 2-192.4 Su
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10.2.3 Public Consultation 10-910.3
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ERP Emergency Response Plan RTWs Ri
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1 Introduction1.1 Project Backgroun
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1.1.3 Key Project Components5. The
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option, a consideration has been ma
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1.2.1.6 Relevant National Polices19
Page 19 and 20: Act/Rule/Law/Ordinance Responsible
Page 21 and 22: No.Environment Related Internationa
Page 23 and 24: Red CategoryProjectsIEE, NOCs, and
Page 25 and 26: environmental risks and impacts in
Page 27 and 28: Baseline parameters;Level of consul
Page 29 and 30: There is no exclusive habitat of an
Page 31 and 32: 1.5.5 ADB Study (ADB PPTA May 2007)
Page 33 and 34: Detailed environmental management p
Page 35 and 36: criteria assessment was done for RT
Page 37 and 38: Preparation of Draft and Updated EI
Page 39 and 40: the impacts to be monitored, and wh
Page 41 and 42: Table of Contents2 Description of t
Page 43 and 44: 2. The Project influence area will
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Page 47 and 48: 2.3.1 Main BridgeFigure 2-3: Sub-co
Page 49 and 50: are being studied by RTW team. Figu
Page 51 and 52: 2.3.2.3 General Alignment of RTW19.
Page 53 and 54: Figure 2-7: RTW typical cross-secti
Page 55 and 56: Figure 2-9: Typical cross-section o
Page 57 and 58: 41. In Mawa side, a newly emerged C
Page 59 and 60: The anchor towers would be taller t
Page 61 and 62: Starting &endingchainage(Km)23+260
Page 63 and 64: SlNo.Contract Package2010 2011 2012
Page 65 and 66: 2.7 Relevant Associated Components5
Page 67 and 68: Table of Contents3 Description of t
Page 69: Table 3-51: Communication network i
Page 73 and 74: Figure 3-3: Digital Elevation Map o
Page 75 and 76: 3.1.2.2 Strata along North Bank9. E
Page 77 and 78: Silt (%) 81 70 77 17Clay (%) 17 3 1
Page 79 and 80: April 2005: IRS P6 LISS III Satelli
Page 81 and 82: ProjectComponentsConstructionYardLe
Page 83 and 84: Figure 3-11: Monthly rainfall in Ma
Page 85 and 86: alluvial silt, alluvial silt and cl
Page 87 and 88: Figure 3-14: Seismic zoning map of
Page 89 and 90: District upazila Union Mouza No. of
Page 91 and 92: Figure 3-17: Flood prone areas in t
Page 93 and 94: 3.2 Ecological ResourcesFigure 3-19
Page 95 and 96: 3.2.2 Forests and Protected Areas44
Page 97 and 98: All flood plains in the Project are
Page 99 and 100: A. Kathalbari Char, 5km U/S of BR,
Page 101 and 102: 51. Terrestrial birds can be divide
Page 103 and 104: C. Turn at Kathalbari Char, 4km U/S
Page 105 and 106: Char Janajat, 11km U/S of Bridgekm
Page 107 and 108: Figure 3-27: Migratory and Uncommon
Page 109 and 110: Gangetic GharialGangetic DolphinGan
Page 111 and 112: Reptiles63. During the study eight
Page 113 and 114: Figure 3-30: Fish breeding grounds
Page 115 and 116: 3.2.4.1 Species of Conservation Sig
Page 117 and 118: Estimated total production from cap
Page 119 and 120: Figure 3-35: Fish catch composition
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River-Bed Materials: Metals (As, Cd
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ID Location PM 10 PM 2.5 SPM SO x N
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Location Date TimeMea Med Max Min S
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Source: The Consultant Environmenta
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3.4.1 Population and Community Char
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3.4.4 Physical and Cultural Resourc
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SI No Crop Cropped Area Crop Produc
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117. However, during the operation
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exhaustive.3.5.8 Water Supply and S
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Mode of travel Mawa side Janjira si
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CHAPTER 4:SCOPINGAND PRIORITIZATION
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4 Scoping and prioritization of imp
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land, further up and downstream of
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Step 4a: Assigning composite rating
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development of Resettlement SitesCo
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Second Priority Environmental Compo
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construction yard and other constru
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Filling of flood plains &Tree felli
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Table of ContentsList of Tables ...
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5.2 Data and Information Collection
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12. Estimate of future sea level ri
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Table 5-2: GHG emission from the Pr
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5.5.2 Impacts Management/Adaptive P
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Table of ContentsList of Tables 6-i
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2. During FS, the location of the b
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Figure 6-2: Alternate locations stu
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3. Environmental and SocialAspects2
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Table 6-2: Evaluation Criteria for
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site for the construction of the pr
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Table 6-3: Comparison of concrete e
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equirementsConstructabilityConstruc
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Fisheries and other aquatic lifeMat
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6.5.2 Design of Transition Structur
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each, the top of the revetment can
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33. An extensive alternative analys
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Criterion Alternative 1Revetment al
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6.8 Conclusion37. Figure 6-6 presen
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CHAPTER 7:ASSESSMENT OFIMPACTS/RISK
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Figure 7-2: Distribution of census
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loss of livelihoods or business opp
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700.00600.00500.00612.70MawaJanjira
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NameIUCN/CITESStatusEndangeredLocal
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NameLarge TreeFrogIndian BullFrogIU
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Estimation of Noise Levels from Pil
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About 2 km length through riverbed
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c. Monitor area for these creatures
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Wave protectionUnderwater slope pro
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temporary drainage problem in those
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Table 7-12: Tree cut for constructi
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Landuse Type Mawa (ha) Janjira (ha)
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agricultural land and support crops
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There must be adequate sanitary lat
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L eq (1 hr) (dBA)Train SpeedDistanc
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2009 12 42 48 392 462014 60 169 230
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GenderTransport Communication111. V
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124. Traffic and Transit Accidents:
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140. Deterioration in surface water
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161. A number of districts are not
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CHAPTER 8:ENVIRONMENTALMANAGEMENT A
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Figure 8-2: Guiding Principles for
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2. The EMMP prepared in accordance
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11. The monitoring program will als
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ImpactMitigation measuresMonitoring
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ProjectActivitiesEnvironmentalImpac
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ProjectActivities3. Approach RoadsC
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ProjectActivitiesDrainage ofrunoff
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Parameter Location Means of Monitor
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Table 8-3: Summary of Costs of EMP
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costs, resettlement of the affected
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oundary between the two layers and
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Figure 8-4: Maximum size of Charlan
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Materials can be filled in the boat
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have provisions for 1,944 housing p
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77. The main functions of CEMC are
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8.9.2.3 Institutional Arrangement87
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quality even for basic services. In
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the location should be relatively i
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118. Experts required for the wildl
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Increasing crop yield on the existi
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detailed business plans will be mad
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Other environmental enhancement pro
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CHAPTER 9:INSTITUTIONALARRANGEMENTS
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9 Institutional Arrangements and Ca
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Supervision and monitoring of the p
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He/She is responsible for the prope
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in the country verifying that the e
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9.2.1.1 Manager Safeguard (Environm
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Preparation of EIA/SEIA such as scr
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(i) The GRC shall review, consider
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BBAExecutiveDirectorEnvironmentalMa
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Table of Contents10 Public Consulta
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10 Public Consultation and Informat
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Daily Ittefaq, Dhaka, July 10, 2009
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LocationConsultationDate andTimePar
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FGD: RS 3 South MedinimondalFGD: Ka
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Figure 10-7: First Public Consultat
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Table 10-5: Suggestions obtained fr
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Discussion pointswill occur at coun
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Table 10-6: Opinion obtained from F
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IssuesDo your children have access
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Issuesduring high floods?Is the Cha
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IssuesParticipants’ Opinion,comme
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Issuesduring construction ofthe bri
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IssuesParticipants’ Opinion,Comme
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IssuesParticipants’ Opinion,Comme
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Issuesvillage market, healthcenters
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CHAPTER 11:ECONOMICASSESSMENT
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11 Economic Assessment11.1 Introduc
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11.3 Traffic Forecasts6. Traffic vo
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11.4 Project Benefits14. The quanti
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Incremental to ‘without bridge’
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Table of Contents12 Conclusions 12-
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6. An environmental enhancement fun
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Annex 1-1: Harmonized Safeguard Pol
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AspectOperationalFrameworkofWorld B
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AspectOperationalFrameworkAlternati
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AspectOperationalFrameworkIndepende
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AspectOperationalFrameworkClimateCh
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Annex 1-2: Terms of Reference for t
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- Main bridge (about 5.6km long) an
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o Resettlement siteso Dredged mater
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discussion of impacts that have not
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45. BBA will be responsible to coor
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8.0 Reporting48. All reports shall
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Annex 4-1: Interaction Matrix showi
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Annex 4-1: Interaction Matrix showi
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Annex 4-2: Impact Assessment Matrix
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Annex 4-3: Scoring of Environmental
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Annex 8-1Annex 8-1: Environmental C
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Annex 8-1recycling, treatment or di
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Annex 8-1Project Activity/Impact So
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Annex 8-1ECP 4: Drainage Management
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Annex 8-1ECP 6: Erosion and Sedimen
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Annex 8-1ECP 9: Borrow Areas Develo
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Annex 8-1Project Activity/ Environm
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Annex 8-2Annex 8-2: Project Entitle
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Annex 8-2Implementation Issues:1. J
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Annex 8-2Loss Item 8: LOSS OF STAND
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Annex 8-2Loss Item 12: LOSS OF INCO
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Annex 8-3Annex 8-3: Emergency Respo
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Annex 8-3Figure A8.2-1: ERT Managem
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Annex 8-3Equipment Quantity Unit Co
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Annex 8-3Bangladesh Army and Police
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Annex 8-3On-Site Management of the
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Annex 8-3Emergency Event Probabilit
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Annex 8-3Emergency Event Probabilit
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Annex 8-3VRecoveryA. Recovery Manag
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Annex 9-1: Roles and Responsibiliti
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Annex 9-2: Environmental Management
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Annex 9 3: TOR for Environmental Sp
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C. International Consultants1. Unit
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e exclusively engaged in the projec
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Annex 9- 4: Sample Memorandum of Un
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Annex 9-5: Outline Terms of Referen
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9. Based on the above scope of work
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Annex 9 6: Framework for the Establ
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indirectly influenced by the projec
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10. A series of training programs a
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Annex 9-6: Consultancy Services for
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Procedure for identification of leg
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Sl Activities/Month 1 2 3 4 5 6 7 8
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Annex 10-1List of Stakeholders Invi
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Annex 10-2Padma Multipurpose Bridge
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Annex 10-2Approach Road: Current Sc
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Annex 10-2Environmental Impacts: RS
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Annex 10-2Affected HH and Populatio
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Annex 10-2RTW LayoutsEnvironmental
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Annex 10-2Construction Yard-2Enviro
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Annex 10-213
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Annex 10-3Comment Sheet for Public
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Annex 10-4: Newspaper Advertisement
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Annex 10-4
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Annex 10-4
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Annex 10-4
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Annex 10-5List of Experts Consulted
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Annex 10-6: List of Participants-FG
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Annex 10-6
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Annex 10-6
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Annex 10-6Sl. Name & Address Addres
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Annex 10-6
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Annex 10-6
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Annex 10-6
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Annex 10-6Sl. Name Address Professi
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FGD AT CHARLANDList of Participants
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Annex 10-7
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Annex 10-7Sl Name Village/Professio
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Annex 10-7
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Annex 10-7
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Annex 10-755 Md. Iqbal Hossain Busi
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Annex 10-7
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Annex 10-7Time and Date: 11:30 - 14
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Annex 10-7
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Annex 10-7
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Annex 10-7List of ParticipantsPadma
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Annex 10-7
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Annex 10-8: Public Consultation New
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Padma Multipurpose Bridge Project

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