Padma Multipurpose Bridge Project

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Annex 8-1Project Activity/Impact SourceSoil Erosion andsiltationEnvironmental ImpactsSoil erosion and dust from thematerial stockpiles will increasethe sediment and contaminantloading of surface water bodies.Mitigation Measures/ Management GuidelinesThe Contractor shall Stabilize the cleared areas not used for construction activities with vegetation orappropriate surface water treatments as soon as practicable following earthwork tominimize erosion Ensure that roads used by construction vehicles are swept regularly to remove sediment. Water the material stockpiles, access roads and bare soils on an as required basis tominimize dust. Increase the watering frequency during periods of high risk (e.g. highwinds)Constructionactivities in waterbodiesDrinking waterConstruction works in the waterbodies will increase sediment andcontaminant loading, and effecthabitat of fish and other aquaticbiology.Groundwater at shallow depths iscontaminated with arsenic andhence not suitable for drinkingpurposes.The Contractor Shall Dewater sites by pumping water to a sediment basin prior to release off site – do not pumpdirectly off site Monitor the water quality in the runoff from the site or areas affected by dredge plumes,and improve work practices as necessary Protect water bodies from sediment loads by silt screen or bubble curtains or other barriers Minimize the generation of sediment, oil and grease, excess nutrients, organic matter,litter, debris and any form of waste (particularly petroleum and chemical wastes). Thesesubstances must not enter waterways, storm water systems or underground water tables. Use environment friendly and non toxic slurry during construction of piles to discharge intothe river. Reduce infiltration of contaminated drainage through storm water management design Do not discharge cement and water curing used for cement concrete directly into watercourses and drainage inlets.The Contractor Shall Pumping of groundwater should be from deep aquifers of more than 300 m to supplyarsenic free water. Safe and sustainable discharges are to be ascertained prior toselection of pumps. Tube wells will be installed with due regard for the surface environment, protection ofgroundwater from surface contaminants, and protection of aquifer cross contamination All tube wells, test holes, monitoring wells that are no longer in use or needed shall bePadma Multipurpose Bridge Design ProjectFinal Report (Environmental Action Plan)Environmental Impact Assessment Report A8-5June 7, 2010
Annex 8-1Project Activity/Impact SourceEnvironmental ImpactsDepletion and pollution ofgroundwater resourcesMitigation Measures/ Management Guidelinesproperly decommissionedInstall monitoring wells both upstream and downstream areas near construction yards andconstruction camps to regularly monitor the water quality and water levels.Protect groundwater supplies of adjacent landsPadma Multipurpose Bridge Design ProjectFinal Report (Environmental Action Plan)Environmental Impact Assessment Report A8-6June 7, 2010
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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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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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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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AspectOperationalFrameworkofWorld B
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AspectOperationalFrameworkAlternati
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Page 377 and 378: AspectOperationalFrameworkIndepende
Page 379 and 380: AspectOperationalFrameworkClimateCh
Page 381 and 382: Annex 1-2: Terms of Reference for t
Page 383 and 384: - Main bridge (about 5.6km long) an
Page 385 and 386: o Resettlement siteso Dredged mater
Page 387 and 388: discussion of impacts that have not
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Page 396 and 397: Annex 4-1: Interaction Matrix showi
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Page 400 and 401: Annex 4-2: Impact Assessment Matrix
Page 418 and 419: Annex 4-3: Scoring of Environmental
Page 420 and 421: Annex 8-1Annex 8-1: Environmental C
Page 422 and 423: Annex 8-1recycling, treatment or di
Page 426 and 427: Annex 8-1ECP 4: Drainage Management
Page 428 and 429: Annex 8-1ECP 6: Erosion and Sedimen
Page 430 and 431: Annex 8-1ECP 9: Borrow Areas Develo
Page 432 and 433: Annex 8-1Project Activity/Impact So
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Page 446 and 447: Annex 8-2Annex 8-2: Project Entitle
Page 448 and 449: Annex 8-2Implementation Issues:1. J
Page 450 and 451: Annex 8-2Loss Item 8: LOSS OF STAND
Page 452 and 453: Annex 8-2Loss Item 12: LOSS OF INCO
Page 454 and 455: Annex 8-3Annex 8-3: Emergency Respo
Page 456 and 457: Annex 8-3Figure A8.2-1: ERT Managem
Page 458 and 459: Annex 8-3Equipment Quantity Unit Co
Page 460 and 461: Annex 8-3Bangladesh Army and Police
Page 462 and 463: Annex 8-3On-Site Management of the
Page 464 and 465: Annex 8-3Emergency Event Probabilit
Page 466 and 467: Annex 8-3Emergency Event Probabilit
Page 468 and 469: Annex 8-3VRecoveryA. Recovery Manag
Page 470 and 471: Annex 9-1: Roles and Responsibiliti
Page 472 and 473: 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 10-755 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 10-8: Public Consultation New
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