Padma Multipurpose Bridge Project

More documents

Recommendations

Info

Mawa SideJanjira SideSurfacParameter Unit 250md/s ofBridge,AtBridgeLandingSite,Mawa1.5 kmu/s ofBridge,Mawa3.0 kmu/s ofBridge,Mawa2 kmfromRiverBank,Mawa10.5 kmu/s ofBridge,Janjira7 kmu/s ofBridgeJanjira3.5 kmu/s ofBridgeJanjiraAtBridgeLandingSite,Janjira0.5d/s ofBridgeJanjira0.5kmfromRB,Janjirae waterqualityStandard(Irrigation)TSS mg/I 86 179 72 50 42 5 53 9 172 98 46 -EC at 25 0 µs/cm 184 184 183 183 220 226 230 226 224 223 227 2250CI- mg/I 3 4 2 3 6 4 5 4 4 5 5 -NH3-N mg/I 0.21 0.223 0.246 0.145 0.209 0.188 0.205 0.222 0.268 0.194 0.228 1.2Fe mg/I 0.92 1.4 0.82 0.96 0.64 0.22 0.56 0.26 1.14 0.7 0.56 -As mg/I 0.001 0.002 0.001 0.002 0.001 0.003 0.004 0.003 0.002 0.002 0.002 -DO mg/I 4.6 4.45 4.5 4.8 4.34 4.65 4.57 4.58 4.7 4.56 4.69 ≥5BOD 5 mg/I
Source: The Consultant Environmental Quality Monitoring, 200996. Groundwater from shallow tube wells of less than 43 m in the left bank is contaminated witharsenic. The two tubewells near resettlement sites 1 and 2 with depths of 37 and 43 m are showinghigher concentration of arsenic than national standards. Groundwater from the deep tubewells ofmore than 91 m on the left bank has arsenic values less than national standards. Iron and manganesein all the tubewells are higher than the national drinking water standards. Iron and manganese arefrom the naturally occurring minerals in the subsurface strata. Ammonia nitrogen (NH3-N)concentrations in groundwater also exceeded the national standards due to seepage of fertilizers fromthe agricultural lands. The reasons for excess coliform in the groundwater are mainly due to infiltration(through the boreholes) of liquid and solid waste including human excreta by the rain and flood plainwaters. In order to get the GW quality in dry period, a total of 10 samples of ground water from thelocations as mentioned in Table 3-32 have been tested during dry period in November 2009 andfound that Mn, Fe, NH3-N and As concentrations at some locations have exceeded the drinking waterstandards of Bangladesh (Table 3-33). NH3-N concentrations in groundwater have exceeded thenational standards due to seepage of fertilizers from the agricultural lands. GW from the deeptubewells of more than 91 m at Mawa Side has arsenic values less than national standards. Iron andmanganese in some are higher than the national drinking water standards. Iron and manganese arefrom the naturally occurring minerals in the subsurface strata.Table 3-33: Ground Water Quality Monitoring in the Project Area, November 2009pHParameterUnit—Mawa SideJanjira SideDOEdrinkingCY1 RS1 RS2b RS-2a RS3 SA1 CY2 RS5 RS4 SA2waterStandard7.37 7.31 7.33 7.12 7.24 7.68 7.37 7.27 7.43 7.49 6.5-8.5Mn mg/I 0.157 0.171 0.659 0.231 0.103 0.155 0.562 0.932 0.19 0.066 0.1NH3-N mg/I 0.126 6 0.279 10.15 0.291 0.036 0.528 0.515 0.945 0.515 0.5As mg/l 0.009 0.299 0.012 0.194 0.012 0.004 0.005 0.009 0.052 0.004 0.05Cl- mg/I 96 7 150 133 26 38 16 25 8 7 150-600TH (as192 282 268 266 262 86 170 272 136 172 200-500mg/ICaC03)Fe mg/I 0.25 6.4 0.84 4.8 1.1 0.03 0.34 0.18 20.08 0.35 0.3-1.0TC mg/I 14 Nil Nil Nil Nil 270 Nil Nil Nil Nil 0FC mg/I 6 Nil Nil Nil Nil 206 Nil Nil Nil Nil 0EC at 25 0 µs/cm 700 890 882 1412 800 870 633 721 596 440 -Source: The Consultant Environmental Quality Monitoring, 20093.3.4 Riverbed Sediment Quality97. Riverbed materials (mainly sand) in a significant quantity will be required to be dredgedduring construction process. Total quantities of dredged materials from the RTW preferred option isestimated as 44 Mm3. Some of the dredged material will be used for filling of approach road, RTW,service area, toll gate and other areas depending on the schedule of construction. Samples ofRiverbed materials were collected from various locations of the River Padma at both Mawa andJanjira ends during July 2009 to identify the heavy metals presents in the dredge materials anddetermine their concentration. Test results are given in Table 3-34. The results show no significantlevel of heavy metals in the sediments except Mercury level at Mawa site.Table 3-34: Riverbed Sediments Quality Monitoring Data, July 20093-57
Page 1 and 2:
Environmental Assessment ReportDraf
Page 3 and 4:
2.3.7 Resettlement Sites 2-192.4 Su
Page 6 and 7:
10.2.3 Public Consultation 10-910.3
Page 8:
ERP Emergency Response Plan RTWs Ri
Page 11 and 12:
1 Introduction1.1 Project Backgroun
Page 13 and 14:
1.1.3 Key Project Components5. The
Page 15 and 16:
option, a consideration has been ma
Page 17 and 18:
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
Page 45 and 46:
This page intentionally kept blank.
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 and 70:
Table 3-51: Communication network i
Page 71 and 72:
3 Description of the Environment3.1
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
Page 121 and 122: River-Bed Materials: Metals (As, Cd
Page 123 and 124: ID Location PM 10 PM 2.5 SPM SO x N
Page 125: Location Date TimeMea Med Max Min S
Page 129 and 130: 3.4.1 Population and Community Char
Page 131 and 132: 3.4.4 Physical and Cultural Resourc
Page 133 and 134: SI No Crop Cropped Area Crop Produc
Page 135 and 136: 117. However, during the operation
Page 137 and 138: exhaustive.3.5.8 Water Supply and S
Page 139 and 140: Mode of travel Mawa side Janjira si
Page 141 and 142: CHAPTER 4:SCOPINGAND PRIORITIZATION
Page 143 and 144: 4 Scoping and prioritization of imp
Page 145 and 146: land, further up and downstream of
Page 147 and 148: Step 4a: Assigning composite rating
Page 149 and 150: development of Resettlement SitesCo
Page 151 and 152: Second Priority Environmental Compo
Page 153 and 154: construction yard and other constru
Page 155 and 156: Filling of flood plains &Tree felli
Page 157 and 158: Table of ContentsList of Tables ...
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
Page 167 and 168: Table of ContentsList of Tables 6-i
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 193 and 194:
Page 195 and 196:
Page 197 and 198:
6.8 Conclusion37. Figure 6-6 presen
Page 199 and 200:
CHAPTER 7:ASSESSMENT OFIMPACTS/RISK
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 and 208:
NameIUCN/CITESStatusEndangeredLocal
Page 209 and 210:
NameLarge TreeFrogIndian BullFrogIU
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
Page 251 and 252:
ProjectActivitiesEnvironmentalImpac
Page 253 and 254:
Page 255 and 256:
Page 257 and 258:
Page 259 and 260:
ProjectActivities3. Approach RoadsC
Page 261 and 262:
Page 263 and 264:
ProjectActivitiesDrainage ofrunoff
Page 265 and 266:
Page 267 and 268:
Parameter Location Means of Monitor
Page 269 and 270:
Page 271 and 272:
Page 273 and 274:
Table 8-3: Summary of Costs of EMP
Page 275 and 276:
costs, resettlement of the affected
Page 277 and 278:
oundary between the two layers and
Page 279 and 280:
Figure 8-4: Maximum size of Charlan
Page 281 and 282:
Materials can be filled in the boat
Page 283 and 284:
have provisions for 1,944 housing p
Page 285 and 286:
77. The main functions of CEMC are
Page 287 and 288:
8.9.2.3 Institutional Arrangement87
Page 289 and 290:
quality even for basic services. In
Page 291 and 292:
the location should be relatively i
Page 293 and 294:
118. Experts required for the wildl
Page 295 and 296:
Increasing crop yield on the existi
Page 297 and 298:
detailed business plans will be mad
Page 299 and 300:
Other environmental enhancement pro
Page 301 and 302:
CHAPTER 9:INSTITUTIONALARRANGEMENTS
Page 303 and 304:
9 Institutional Arrangements and Ca
Page 305 and 306:
Supervision and monitoring of the p
Page 307 and 308:
He/She is responsible for the prope
Page 309 and 310:
in the country verifying that the e
Page 311 and 312:
9.2.1.1 Manager Safeguard (Environm
Page 313 and 314:
Preparation of EIA/SEIA such as scr
Page 315 and 316:
(i) The GRC shall review, consider
Page 317 and 318:
BBAExecutiveDirectorEnvironmentalMa
Page 319 and 320:
Table of Contents10 Public Consulta
Page 321 and 322:
10 Public Consultation and Informat
Page 323 and 324:
Daily Ittefaq, Dhaka, July 10, 2009
Page 325 and 326:
LocationConsultationDate andTimePar
Page 327 and 328:
FGD: RS 3 South MedinimondalFGD: Ka
Page 329 and 330:
Figure 10-7: First Public Consultat
Page 331 and 332:
Table 10-5: Suggestions obtained fr
Page 333 and 334:
Discussion pointswill occur at coun
Page 335 and 336:
Table 10-6: Opinion obtained from F
Page 337 and 338:
IssuesDo your children have access
Page 339 and 340:
Issuesduring high floods?Is the Cha
Page 341 and 342:
IssuesParticipants’ Opinion,comme
Page 343 and 344:
Issuesduring construction ofthe bri
Page 345 and 346:
IssuesParticipants’ Opinion,Comme
Page 347 and 348:
IssuesParticipants’ Opinion,Comme
Page 349 and 350:
Issuesvillage market, healthcenters
Page 351 and 352:
CHAPTER 11:ECONOMICASSESSMENT
Page 353 and 354:
11 Economic Assessment11.1 Introduc
Page 355 and 356:
11.3 Traffic Forecasts6. Traffic vo
Page 357 and 358:
11.4 Project Benefits14. The quanti
Page 359 and 360:
Incremental to ‘without bridge’
Page 361 and 362:
Table of Contents12 Conclusions 12-
Page 363 and 364:
6. An environmental enhancement fun
Page 365 and 366:
Annex 1-1: Harmonized Safeguard Pol
Page 367 and 368:
AspectOperationalFrameworkofWorld B
Page 369 and 370:
Page 371 and 372:
AspectOperationalFrameworkAlternati
Page 373 and 374:
Page 375 and 376:
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
Page 389 and 390:
45. BBA will be responsible to coor
Page 391 and 392:
8.0 Reporting48. All reports shall
Page 396 and 397:
Annex 4-1: Interaction Matrix showi
Page 398 and 399:
Annex 4-1: Interaction Matrix showi
Page 400 and 401:
Annex 4-2: Impact Assessment Matrix
Page 402 and 403:
Page 404 and 405:
Page 406 and 407:
Page 408 and 409:
Page 410 and 411:
Page 412 and 413:
Page 414 and 415:
Page 416 and 417:
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 424 and 425:
Annex 8-1Project Activity/Impact So
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:
Page 434 and 435:
Page 436 and 437:
Page 438 and 439:
Page 440 and 441:
Page 442 and 443:
Annex 8-1Project Activity/ Environm
Page 444 and 445:
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
Page 474 and 475:
Annex 9 3: TOR for Environmental Sp
Page 476 and 477:
C. International Consultants1. Unit
Page 478 and 479:
e exclusively engaged in the projec
Page 480 and 481:
Annex 9- 4: Sample Memorandum of Un
Page 482 and 483:
Annex 9-5: Outline Terms of Referen
Page 484 and 485:
9. Based on the above scope of work
Page 486 and 487:
Annex 9 6: Framework for the Establ
Page 488 and 489:
indirectly influenced by the projec
Page 490 and 491:
10. A series of training programs a
Page 492 and 493:
Annex 9-6: Consultancy Services for
Page 494 and 495:
Procedure for identification of leg
Page 496 and 497:
Sl Activities/Month 1 2 3 4 5 6 7 8
Page 498 and 499:
Annex 10-1List of Stakeholders Invi
Page 500 and 501:
Annex 10-2Padma Multipurpose Bridge
Page 502 and 503:
Annex 10-2Approach Road: Current Sc
Page 504 and 505:
Annex 10-2Environmental Impacts: RS
Page 506 and 507:
Annex 10-2Affected HH and Populatio
Page 508 and 509:
Annex 10-2RTW LayoutsEnvironmental
Page 510 and 511:
Annex 10-2Construction Yard-2Enviro
Page 512 and 513:
Annex 10-213
Page 514 and 515:
Annex 10-3Comment Sheet for Public
Page 516 and 517:
Annex 10-4: Newspaper Advertisement
Page 518 and 519:
Annex 10-4
Page 520 and 521:
Annex 10-4
Page 522 and 523:
Annex 10-4
Page 524 and 525:
Annex 10-5List of Experts Consulted
Page 526 and 527:
Annex 10-6: List of Participants-FG
Page 528 and 529:
Annex 10-6
Page 530 and 531:
Annex 10-6
Page 532 and 533:
Annex 10-6Sl. Name & Address Addres
Page 534 and 535:
Annex 10-6
Page 536 and 537:
Annex 10-6
Page 538 and 539:
Annex 10-6
Page 540 and 541:
Annex 10-6Sl. Name Address Professi
Page 542 and 543:
Page 544 and 545:
Page 546 and 547:
Page 548 and 549:
Page 550:
FGD AT CHARLANDList of Participants
Page 553 and 554:
Page 555 and 556:
Annex 10-7
Page 557 and 558:
Annex 10-7
Page 559 and 560:
Annex 10-7
Page 561 and 562:
Annex 10-7Sl Name Village/Professio
Page 563 and 564:
Annex 10-7
Page 565 and 566:
Annex 10-7
Page 567 and 568:
Annex 10-7
Page 569 and 570:
Annex 10-7
Page 571 and 572:
Annex 10-755 Md. Iqbal Hossain Busi
Page 573 and 574:
Annex 10-7
Page 575 and 576:
Annex 10-7
Page 577 and 578:
Annex 10-7
Page 579 and 580:
Annex 10-7
Page 581 and 582:
Annex 10-7
Page 583 and 584:
Annex 10-7Time and Date: 11:30 - 14
Page 585 and 586:
Page 587 and 588:
Annex 10-7
Page 589 and 590:
Annex 10-7
Page 591 and 592:
Annex 10-7List of ParticipantsPadma
Page 593 and 594:
Annex 10-7
Page 595 and 596:
Annex 10-7
Page 597 and 598:
Annex 10-7
Page 599 and 600:
Page 601 and 602:
Page 603 and 604:
Annex 10-7
Page 605 and 606:
Annex 10-7
Page 607 and 608:
Page 609 and 610:
Page 611 and 612:
Annex 10-7
Page 613 and 614:
Page 615 and 616:
Annex 10-8: Public Consultation New
show all

Padma Multipurpose Bridge Project

Create successful ePaper yourself

Delete template?

Save as template?