Padma Multipurpose Bridge Project

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NameReptilesGangeticGharialGanges softshellTurtleBrown RoofedTurtleMedianRoofed TurtleBrooks HouseGeckoYellow-belliedHouse GeckoStriped KeelbackCommonSmoothWater SnakeCommon WolfSnakeSpottedFlapshellTurtleYellowMonitorBengalMonitorOlivebackSpectacledCobraMonocledCobraIndianSnakeKeelRatIUCN/CITESStatusCriticallyEndangeredVulnerableEndangeredEndangeredVulnerableEndangeredEndangeredEndangeredVulnerableVulnerableEndangeredVulnerableCITES IIICITES IICITES IICITES IILocalStatusRareResident(Endangered-IUCN BD)UncommonResidentUncommonResidentCommonResidentCommonResidentRareResidentUncommonResidentCommonResidentRareResidentCommonResidentCommonResidentCommonResidentCommonResidentCommonResidentRareResidentCommonResidentAmphibiansGreen Frog Endangered UncommonResidentOrnateMicrohylidPointedheadedFrogTwo-stripedGrass FrogVulnerableVulnerableEndangeredCommonResidentUncommonResidentUncommonResidentLocal NameNumber Location Sighted PotentialSighted 1 Impactbridge alignmentGharial 1 8km u/s from thebridgeKhulua Kasim 6 4km from thebridgeBarokori Kaitta 4 Charland both u/sand d/sMajhari Kaitta 6 Charland both u/sand d/sGui Shap 1 Charland both u/sand d/sSona Gui 3 Charland both u/sand d/sKal-keute2 Charland both u/sShapand d/sKhoiya Gokhra 2 Charland both u/sShapand d/sGokhra Shap 2 Charland both u/sand d/sPatapori/2 Char Janajat 9 kmShundi Kasimd/s from Bridgealignment6 Homesteadgroove of Janjiraside 3 km u/s fromthe bridgeSona GuialignmentGui Shap 6 Lauhajang Village,3 km d/s fromBridge alignmentMatia ShapLauhajang Village,3 km d/s from7 Bridge alignmentKhoiya GokhraShapGokhra ShapGharhinniShap121Bhaggyakul, 6 kmu/s from thebridge alignmentBhaggyakul, 6.5km u/s from thebridge alignmentBhaggyakul, 6 kmu/s from thebridge alignmentSabuj Bang 3 Charland both u/sand d/s and otherwetlandsCheena Bang 1 Charland both u/sand d/s and otherwetlandsPana Bang 1 Charland both u/sand d/s and otherwetlandsKaad Bang 5 Charland both u/sand d/s and otherwetlandsMajor impactdue piling anddredgingMajor impactdue piling anddredgingMajor impactdue piling anddredgingMajor impactdue piling anddredgingMinor impactMinor impactMinor impactMinor impactMinor impactMajor impactdue to piling anddredgingMinor impactMinor impactMinor impactMinor impactMinor impactMinor impactMinor impactMinor impactMinor impactMinor impact7-7
NameLarge TreeFrogIndian BullFrogIUCN/CITESStatusVulnerableCITES II7.2.2 Construction Stage7.2.2.1 Main BridgeLocalStatusUncommonResidentCommonResidentLocal NameBaro GechoBangNumber Location Sighted PotentialSighted 1 Impact2 Charland both u/sand d/s and otherwetlandsSona Bang 26 Charland both u/sand d/s and otherwetlandsSource: Consultant’s Bi-monthly Survey, 2009-2010.Minor impactMinor impact12. Construction of main bridge will involve the following major activities, which will result in bothpotential significant negative and positive impacts: Mobilization of equipments and vehicles, transport of construction materials Dredging of channels to bring barges Movement of barges on the river Construction of sub-structure (pile driving, sediment disposal) Construction of superstructure (construction staging) Disposal of wastesPile Driving Activities in the Main Bridge13. The main bridge will have 42 piers with a span length of 150m. The foundation of each pierrequires installation of 8 steel piles of 3 m diameter to a depth of 130 m through pile driving. The totalnumber of piles to be installed is 336.14. Piles would be installed by a crane mounted on a barge and vibrated to depth as far as possible.Material inside the pile would be removed to assist driving by a hydraulic rotary drilling rig or air liftedby crane mounted equipment. On completion of driving, piles would be backfilled with a cement sandmix, delivered to site in transit mixers on roll on – roll off barges. It is envisaged that there will be atleast two piling crews established to maintain the proposed program. The construction program of thebridge is given in Figure 7-4 and total construction period of the foundation is about 28 months.Figure 7-4: Tentative Schedule of the Piling Driving ActivitiesExperience from Jamuna Bridge Project15. The foundation of the Jamuna Bridge comprises 121 numbers of 2.5 to 3.5 m diameter, 80 mlong piles. The piles were installed using a Menck MHU hydraulic hammer with a 1,700 kN-M energy.Such pile driving easily produces noise levels of about peak 205 dB, RMS 200 dB and SEC 180 dB ata distance of 100 m (Figure 7-5). No mitigation measures to reduce sound levels were adopted during7-8
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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
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Act/Rule/Law/Ordinance Responsible
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No.Environment Related Internationa
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Red CategoryProjectsIEE, NOCs, and
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environmental risks and impacts in
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Baseline parameters;Level of consul
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There is no exclusive habitat of an
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1.5.5 ADB Study (ADB PPTA May 2007)
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Detailed environmental management p
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criteria assessment was done for RT
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Preparation of Draft and Updated EI
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the impacts to be monitored, and wh
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Table of Contents2 Description of t
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2. The Project influence area will
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This page intentionally kept blank.
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2.3.1 Main BridgeFigure 2-3: Sub-co
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are being studied by RTW team. Figu
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2.3.2.3 General Alignment of RTW19.
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Figure 2-7: RTW typical cross-secti
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Figure 2-9: Typical cross-section o
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41. In Mawa side, a newly emerged C
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The anchor towers would be taller t
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Starting &endingchainage(Km)23+260
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SlNo.Contract Package2010 2011 2012
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2.7 Relevant Associated Components5
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Table of Contents3 Description of t
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Table 3-51: Communication network i
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3 Description of the Environment3.1
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Figure 3-3: Digital Elevation Map o
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3.1.2.2 Strata along North Bank9. E
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Silt (%) 81 70 77 17Clay (%) 17 3 1
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April 2005: IRS P6 LISS III Satelli
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ProjectComponentsConstructionYardLe
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Figure 3-11: Monthly rainfall in Ma
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alluvial silt, alluvial silt and cl
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Figure 3-14: Seismic zoning map of
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District upazila Union Mouza No. of
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Figure 3-17: Flood prone areas in t
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3.2 Ecological ResourcesFigure 3-19
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3.2.2 Forests and Protected Areas44
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All flood plains in the Project are
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A. Kathalbari Char, 5km U/S of BR,
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51. Terrestrial birds can be divide
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C. Turn at Kathalbari Char, 4km U/S
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Char Janajat, 11km U/S of Bridgekm
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Figure 3-27: Migratory and Uncommon
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Gangetic GharialGangetic DolphinGan
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Reptiles63. During the study eight
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Figure 3-30: Fish breeding grounds
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3.2.4.1 Species of Conservation Sig
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Estimated total production from cap
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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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Page 159 and 160: 5.2 Data and Information Collection
Page 161 and 162: 12. Estimate of future sea level ri
Page 163 and 164: Table 5-2: GHG emission from the Pr
Page 165 and 166: 5.5.2 Impacts Management/Adaptive P
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Page 169 and 170: 2. During FS, the location of the b
Page 171 and 172: Figure 6-2: Alternate locations stu
Page 173 and 174: 3. Environmental and SocialAspects2
Page 175 and 176: Table 6-2: Evaluation Criteria for
Page 177 and 178: site for the construction of the pr
Page 179 and 180: Table 6-3: Comparison of concrete e
Page 181 and 182: equirementsConstructabilityConstruc
Page 183 and 184: Fisheries and other aquatic lifeMat
Page 185 and 186: 6.5.2 Design of Transition Structur
Page 187 and 188: each, the top of the revetment can
Page 189 and 190: 33. An extensive alternative analys
Page 191 and 192: Criterion Alternative 1Revetment al
Page 197 and 198: 6.8 Conclusion37. Figure 6-6 presen
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Page 201 and 202: Figure 7-2: Distribution of census
Page 203 and 204: loss of livelihoods or business opp
Page 205 and 206: 700.00600.00500.00612.70MawaJanjira
Page 207: NameIUCN/CITESStatusEndangeredLocal
Page 211 and 212: Estimation of Noise Levels from Pil
Page 213 and 214: About 2 km length through riverbed
Page 215 and 216: c. Monitor area for these creatures
Page 217 and 218: Wave protectionUnderwater slope pro
Page 219 and 220: temporary drainage problem in those
Page 221 and 222: Table 7-12: Tree cut for constructi
Page 223 and 224: Landuse Type Mawa (ha) Janjira (ha)
Page 225 and 226: agricultural land and support crops
Page 227 and 228: There must be adequate sanitary lat
Page 229 and 230: L eq (1 hr) (dBA)Train SpeedDistanc
Page 231 and 232: 2009 12 42 48 392 462014 60 169 230
Page 233 and 234: GenderTransport Communication111. V
Page 235 and 236: 124. Traffic and Transit Accidents:
Page 237 and 238: 140. Deterioration in surface water
Page 239 and 240: 161. A number of districts are not
Page 241 and 242: CHAPTER 8:ENVIRONMENTALMANAGEMENT A
Page 243 and 244: Figure 8-2: Guiding Principles for
Page 245 and 246: 2. The EMMP prepared in accordance
Page 247 and 248: 11. The monitoring program will als
Page 249 and 250: ImpactMitigation measuresMonitoring
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ProjectActivities3. Approach RoadsC
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ProjectActivitiesEnvironmentalImpac
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ProjectActivitiesDrainage ofrunoff
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ProjectActivitiesEnvironmentalImpac
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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 10-7
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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 10-7
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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 10-7
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Annex 10-7
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Annex 10-7
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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 10-7
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Annex 10-7
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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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