Environmental Impact Assessment (Updated) September 2017 IND: Bihar New Ganga Bridge Project (Annexes) Prepared by Bihar State Road Development Corporation Limited, Government of Bihar for the Asian Development Bank.
Annex 1 232 ANNEX 1: RAPID ENVIRONMENTAL ASSESSMENT (REA) CHECKLIST Rapid Environmental Assessment (REA) Checklist Country/Project Title: India/ Bihar Ganga Bridge Project Sector Division: SARD -SATC Screening Questions Yes No Remarks A. Project Siting Is the project area adjacent to or within any of the following environmentally sensitive areas? Cultural heritage site X It has been observed that no archaeological site or monument and cultural heritage site exists close to highway. Protected Area X Wetland X Mangrove X Estuarine X At the middle of the project is the Raghopur Diara formed by the Ganga River. Buffer zone of protected area X Special area for protecting biodiversity X B. Potential Environmental Impacts Will the Project cause encroachment on historical/cultural areas; X disfiguration of landscape by road embankments, cuts, fills, and quarries? encroachment on precious ecology (e.g. sensitive or protected areas)? X The entire Ganga River is a known habitat of the endangered Gangetic Dolphin (Platanista gangetica ssp. Gangetic) alteration of surface water hydrology of waterways crossed by roads, resulting in increased sediment in streams affected by increased soil erosion at construction site? deterioration of surface water quality due to silt runoff and sanitary wastes from worker-based camps and chemicals used in construction? increased local air pollution due to rock crushing, cutting and filling works, and chemicals from asphalt processing? risks and vulnerabilities related to occupational health and safety due to physical, chemical, biological, and radiological hazards during project construction and operation during project construction and operation? noise and vibration due to blasting and other civil works? X X X X X About 709 trees will be cleared (Annex 4) There is potential risk to increase siltation and change in flow at the bridge foundations along the two streams of the Ganga River and discharge points of drainage canals leading to the Ganga River. All wastewater from the construction camps should be treated to meet surface water quality standards prior to disposal. Short-term increase in dust from rock crusher, materials handling and storage, and cement plants. The scale of the work required will expose a large number of workers to hazardous working conditions in terms of noise, dust, and working on elevated and confined spaces, handling hot works, and co-location of heavy equipment with work areas. No blasting is required but pile driving will create substantial noise and vibration. At the plant site the sources of noise will be: stone crushing, asphalt production plant and batching plants, diesel generators. At the work zones, community residing near to the work zones from temporary construction activities. dislocation or involuntary resettlement of people? X As per the Land Acquisition Plan (LAP) dislocation and compulsory resettlement of people living in right-of-way? X prepared for the project, 118.08 hectares of land will be required for the project.
233 Annex 1 Screening Questions Yes No Remarks disproportionate impacts on the poor, women and children, Indigenous Peoples or other vulnerable groups? X None expected. other social concerns relating to inconveniences X in living conditions in the project areas that may trigger cases of upper respiratory problems and stress? implemented. hazardous driving conditions where construction interferes with pre-existing roads? poor sanitation and solid waste disposal in construction camps and work sites, and possible transmission of communicable diseases (such as STI's and HIV/AIDS) from workers to local populations? creation of temporary breeding habitats for diseases such as those transmitted by mosquitoes and rodents? accident risks associated with increased vehicular traffic, leading to accidental spills of toxic materials? increased noise and air pollution resulting from traffic volume? increased risk of water pollution from oil, grease and fuel spills, and other materials from vehicles using the road? social conflicts if workers from other regions or countries are hired? large population influx during project construction and operation that causes increased burden on social infrastructure and services (such as water supply and sanitation systems)? risks to community health and safety due to the transport, storage, and use and/or disposal of materials such as explosives, fuel and other chemicals during construction and operation? community safety risks due to both accidental and natural causes, especially where the structural elements or components of the project are accessible to members of the affected community or where their failure could result in injury to the community throughout project construction, operation and decommissioning. X X X X The alluvial soil is prone to re-suspension from unpaved road travel and wind erosion. Adequate dust suppression must be The bridge approaches links to existing roads of NH-30 (diverted) near Didargunj, Patna- Mokana Road ROB, and along NH-103 towards Hazipur and Mehnar. Several construction camps will house skilled workers increasing the risk of communicable disease transmission. The civil works contract will compel the contractors to link with state health programs to control diseases. The nearness of the construction area to a major river and the need for substantial borrow area increase the risk of producing habitats for mosquitoes. In compliance to FIDIC provision, the contractors will be required to provide sanitary and hygienic camps including pest control as approved by local health offices. As diverted traffic from the existing MG Bridge will use the new bridge, the risk of accident and spills will also increase. The project operators capacity to respond to contingent events must be enhanced. X During construction temple at Chainage 1+350 is adjacent to road edge. Noise advisories, speed brakes, and noise barriers will be required. During operation stage, permanent noise barriers may be required to be constructed. X X X X X Discounting major accidents, oil and heavy metals discharges from road users are minimal and in trace amounts. Sourcing of labourers within the city and state will be prioritized to reduce the number of migrant workers and the size of construction camp. Not expected as only skilled workers will be brought by the contractor and majority of the labourers will be sourced from the City. Other than fuel and lubricants, there are hazardous materials that are needed in the construction of the bridge. Accidental spots can be reduced by correcting the curves, improvement of junctions, and complying with design standards for the ROB.
Annex 1 234 A Checklist for Preliminary Climate Risk Screening Country/Project Title: Sector : Subsector: Division/Department: Location and Design of project Materials and Maintenance Performance of project outputs creening Questions Score Remarks 1 Is siting and/or routing of the project (or its components) likely to be affected by climate conditions including extreme weather related events such as floods, droughts, storms, landslides? Would the project design (e.g. the clearance for bridges) need to consider any hydro-meteorological parameters level, (e.g., sea-peak river flow, reliable water level, peak wind speed etc.)? Would weather, current and likely future climate conditions(e.g. prevailing humidity level, temperature contrast between hot summer days and cold winter days, exposure to wind and humidity hydro-meteorological parameters likely affect the selection of project inputs over the life of project outputs (e.g. construction material)? Would weather, current and likely future climate conditions, and related extreme events likely affect the maintenance (scheduling and cost) of project output(s)? Would weather/climate conditions, and related extreme events likely affect the performance (e.g. annual power production) of project output(s) (e.g. hydro-power generation facilities) throughout their design life time? Options for answers and corresponding score are provided below: 2 The preferred alignment was based, among others, on channel stability. 2 The embankment and bridge heights were based on HFL and navigational requirements. 0 Predicted change in climate based on Climate Wizard would not affect construction materials selection. 1 Siltation of the two channels will increase maintenance cost for navigation. The diara has history of breaching. 0 Unlikely Response Not Likely 0 Likely 1 Very Likely 2 Score Responses when added that provide a score of 0 will be considered low risk project. If adding all responses will result to a score of 1-4 and that no score of 2 was given to any single response, the project will be assigned a medium risk category. A total score of 5 or more (which include providing a score of 1 in all responses) or a 2 in any single response, will be categorized as high risk project. Result of Initial Screening (Low, Medium, High): HIGH
235 Annex 1 Other Comments: Prepared by: 1 If possible, provide details on the sensitivity of project components to climate conditions, such as how climate parameters are considered in design standards for infrastructure components, how changes in key climate parameters and sea level might affect the siting/routing of project, the selection of construction material and/or scheduling, performances and/or the maintenance cost/scheduling of project outputs.
Annex 2 236 ANNEX 2: COMPARISON OF WB AND GOI AMBIENT AIR QUALITY STANDARDS A comparison between the ambient air quality requirements between the World Bank (WB) Environment, Health and Safety (EHS) guidelines and the National Ambient Air Quality standards (NAAQS) under the Air (Prevention and Control of Pollution) Act, 1981 of GOI as given in table below shows that the NAAQS has requirements on three more parameters (Pb, Co and NH 3) in comparison to the WB EHS. The NAAQS has differentiated standards for two types of areas: i) industrial, residential, rural and other areas and ii) ecologically sensitive areas. The WB EHS has guidelines values which are the required standards but allows for gradual compliance to the guideline values through staged interim targets. Most WB EHS guideline requirements are more stringent than NAAQS except for the NO 2 one-year average in ecologically sensitive areas where the NAAQS requirements are more stringent. Ambient Air Quality Parameter Table A2. 1: Ambient Air Quality standards of WB EHS Vs. the GOI NAAQS Averaging WB Guideline Value Period GOI Standards for Industrial, Residential, Rural and Other Areas GoI Ecologically Sensitive Area (notified by Central Government) Sulfur dioxide 24-hr 125 (Interim target 1) (SO2) (ug/m3) 50 (Interim target 2) 20 (guideline) 80 80 10 min 500 (guideline) Annual None 50 20 Nitrogen 1 Year 40 (guideline) 40 30 dioxide (NO2) 24 Hour None 80 80 (µg/m 3 ) 1 Hour 200 (guideline) PM10 1 Year 70 (Interim target 1) (µg/m 3 ) 50 (Interim target 2) 30 (Interim target 3) 20 (guideline) 60 60 24-hr 150 (Interim target 1) 100 (Interim target 2) 75 (Interim target 3) 50 (guideline) 100 100 PM2.5 (µg/m 3 ) 1 year 35 (Interim target 1) 25 (Interim target 2) 15 (Interim target 3) 10 (guideline) 40 40 24-Hour 75 (Interim target 1) 50 (Interim target 2) 37.5 (Interim target 3) 25 (guideline) 60 60 Ozone (O3) 8-hr daily max 160 (Interim target 1) (µg/m 3 ) 100 (guideline) 100 100 Lead (Pb) Annual 0.5 0.5 µg/m 3 ) Carbon Monoxide (CO) µg/m 3 Ammonia (NH3) µg/m 3 24 hours 1.0 1.0 8 hours 2000 2000 1 hour 4000 4000 Annual 100 100 24 hours 400 400
237 Annex 3 ANNEX 3: COMPARISON OF WB EHS AND GOI AMBIENT NOISE LEVEL STANDARDS A comparison on noise level requirements between the WB EHS guidelines and the NAAQS under the Air (Prevention and Control of Pollution) Act, 1981 of GOI as given in table B shows that the required levels are equal for residential, institutional and educational areas. The NAAQS requirements for commercial areas are more stringent while the WB EHS requirement for daytime noise in industrial area is more stringent. Table A3.1: Ambient Noise level standards of WB EHS Vs. the GOI NAAQS Receptor WB EHS GOI NAAQS Daytime Nighttime Daytime Nighttime 7:00-22:00 22:00-7:00 6:00-22.00 22:00-6:00 Residential 55 45 55 45 Institutional; educational None None Industrial 70 70 75 70 Commercial 65 55 Silence Zone None None 50 40
Annex 3a 238 ANNEX 3A. INDIAN STANDARD DRINKING WATER SPECIFICATION: IS 10500:1991 Sl. Permissible Substance/ Characteristic Desirable Limit No. limit Remarks 1 Colour, Hazen units, Max 5 25 Extended to 25 if toxic substance are not suspected in absence of alternate sources 2 Odour Unobjectionable a) Test cold and when heated b) Test at several dilution 3 Taste Agreeable Test to be conducted only after safety has been established 4 Turbidity NTU, Max 5 10 5 ph value 6.5 to 8.5 No relaxation 6 Total Hardness (as CaCO3 600 600 mg/lit) 7 Iron (as Fe mg/lit, Max 0.3 1.0 8 Chlorides (as Cl mg/lit Max 250 1000 9 Residual Free Chlorine, mg/lit Max 0.2 To be applicable only when water is chlorinated. Treated at consumer end. When protection against viral infection is required, it should be Min 0.5 mg/lit 10 Dissolved Solids mg/l, Max 500 2000 11 Calcium (as Ca) mg/l, Max 75 200 12 Copper (as Cu) mg/l, Max 0.05 1.5 13 Manganese (Mn) mg/l Max 0.1 0.3 14 Sulphate (As SO4), Max 200 400 May be extended up to 400 provided (as Mg) does not exceed 30 15 Nitrate (as NO3) mg/l, Max 45 100 16 Fluoride (as F) mg/l, Max 1.0 1.5 17 Phenolic Compounds (as 0.001 0.002 C6H6OH) mg/l Max 18 Arsenic (as As mg/l 0.05 No relaxation To be tested when pollution is suspected 19 Lead (as Pb) mg/l 0.05 No relaxation 20 Anionic Detergents (as 0.2 1.0 MBAS) mg/l 21 Chromium (as Cr) mg/l 0.05 1.0 To be tested when pollution is suspected 22 Mineral Oil mg/l 0.01 0.03 23 Alkalinity mg/l 200 600 24 Total Coliform 95% of the sample should not contain coliform in 100 ml. 10 coliform /100 ml
239 Annex 4 ANNEX 4: DETAILS OF TREES TO BE CUT A: Details of Trees to be cut along Chainage km 0+000 to 1+400 S.No Chainage RHS LHS Total Number Remarks 1 0+000 TO 0+100 8 4 12 Main Alignment 2 0+100 TO 0+200 6 0 6 Main Alignment 3 0+400 TO 0+550 4 4 Main Alignment 4 0+600 TO 0+750 7 10 17 Main Alignment 5 0+800 TO 1+000 6 2 8 Main Alignment 6 1+000 TO 1+200 21 5 26 Junction Circle Point 7 0+000 TO 1+000 0 7 7 Junction State Portion 8 1+200 TO 1+400 0 3 3 Main Alignment B. Details of Trees to be cut along Chainage km 2+800 to 9+512 S. No. Utility /Inventory Easting Northing Offset (-LHS/ +RHS) Chainage Girth of the tree (m) (m) 1 Tree 327489.6 2829814.8 29.5 3191.3 900 mm 2 Tree 327991.7 2830243.9 6.7 3851.4 1550 mm 3 Tree 327994.5 2830242.3 9.7 3852.6 1550 mm 4 Tree 327988.0 2830253.5-3.1 3854.5 800 mm 5 Tree 328000.9 2830243.2 12.9 3858.1 600 mm 6 Tree 328001.5 2830242.9 13.6 3858.4 11500 mm 7 Tree 328000.1 2830245.1 11.0 3858.7 660 mm 8 Tree 327996.6 2830254.5 1.4 3861.8 700 mm 9 Tree 328024.5 2830314.5-28.1 3921.0 2300 mm 10 Tree 328030.6 2830320.5-29.0 3929.5 2200 mm 11 Tree 328039.8 2830320.0-22.9 3936.4 1500 mm 12 Tree 328102.4 2830307.5 25.9 3977.6 1000 mm 13 Tree 328098.3 2830322.2 11.8 3983.5 750mm 14 Tree 328104.9 2830319.8 17.8 3987.2 700mm 15 Tree 328121.9 2830359.1-2.3 4025.0 780 mm 16 Tree 328593.0 2830742.8-9.0 4632.5 2000 mm 17 Tree 328630.6 2830722.9 30.0 4649.5 700 mm 18 Tree 328627.4 2830731.1 21.5 4652.2 600 mm 19 Tree 328626.5 2830735.3 17.7 4654.1 1100 mm 20 Tree 328597.7 2830772.7-29.5 4654.8 2500 mm 21 Tree 328627.5 2830737.0 17.0 4655.9 680 mm 22 Tree 328636.9 2830730.6 27.9 4659.3 720 mm 23 Tree 328637.3 2830738.0 22.3 4664.2 360 mm 24 Tree 330529.4 2832272.1 0.9 7100.0 570 mm 25 Tree 30528.9 2832275.3-1.9 7101.6 800 mm 26 Tree 330530.8 2832278.0-2.9 7104.8 700 mm 27 Tree 331518.3 2833065.6-3.9 8367.9 1000 mm 28 Tree 331518.2 2833070.0-7.3 8370.5 1220 mm 29 Tree 331546.5 2833055.9 21.4 8383.9 750 mm 30 Tree 331533.2 2833076.0-2.7 8386.0 1220 mm 31 Tree 331548.4 2833062.9 17.1 8389.7 580 mm 32 Tree 331538.9 2833078.4-1.0 8392.0 600 mm 33 Tree 331541.5 2833077.1 1.7 8393.2 1070 mm 34 Tree 331541.8 2833082.0-2.0 8396.5 700 mm 35 Tree 331543.7 2833081.1-0.1 8397.4 240 mm
Annex 4 240 S. No. Utility /Inventory Easting Northing Offset (-LHS/ +RHS) Chainage Girth of the tree (m) (m) 36 Tree 331624.0 2833121.7 18.1 8485.5 700 mm 37 Tree 331625.0 2833125.4 15.8 8488.6 800 mm 38 Tree 332387.9 2833758.9-4.5 9480.0 500 mm 39 Tree 332387.6 2833759.3-5.0 9480.0 800 mm C. Details of Trees to be cut along Chainage km 14+192 to 19+382 S. No. Utility /Inventory Easting Northing OFFSET (- LHS/ +RHS) Chainage Girth of the tree 1. Tree 335616.1 2837120.2-21.40 14197.0 650 mm 2. Tree 335616.2 2837125.8-24.50 14202.0 500 mm 3. Tree 335623.6 2837121.6-15.80 14203.6 700 mm 4. Tree 335621.6 2837126.7-20.52 14205.6 800 mm 5. Tree 335655.6 2837140.4 18.70 14236.0 900 mm 6. Tree 335656.8 2837142.2 16.10 14238.1 800 mm 7. Tree 336164.6 2838235.5-25.74 15480.2 1800 mm 8. Tree 336181.5 2838241.2-9.29 15487.2 1900MM 9. Tree 336183.7 2838249.7-7.74 15495.8 1900MM 10. Tree 336184.3 2838260.7-7.95 15506.8 2040 mm 11. Tree 336168.4 2838263.9-24.11 15508.8 1400 mm 12. Tree 336169.2 2838272.2-23.92 15517.1 13. Tree 336167.7 2838268.0-25.10 15512.8 800 mm 14. Tree 336168.8 2838273.5-24.43 15518.4 1100 mm 15. Tree 336177.9 2838274.7-15.45 15520.3 1500 mm 16. Tree 336180.6 2838275.4-12.81 15521.2 1300 mm 17. Tree 336183.0 2838275.3-10.33 15521.2 1400 mm 18. Tree 336195.0 2838277.9 1.38 15524.7 800 mm 19. Tree 336215.8 2838276.9 22.24 15525.3 1400 mm 20. Tree 336164.1 2838284.5-29.92 15529.1 600 mm 21. Tree 336168.5 2838284.6-25.55 15529.5 1100 mm 22. Tree 336169.9 2838284.6-24.13 15529.5 1100 mm 23. Tree 336177.0 2838285.3-17.10 15530.7 550 mm 24. Tree 336176.1 2838285.3-18.03 15530.7 400 mm 25. Tree 336181.0 2838285.7-13.18 15531.4 300mm 26. Tree 336184.9 2838286.0-9.26 15532.1 900 mm 27. Tree 336183.6 2838286.2-10.53 15532.1 550 mm 28. Tree 336176.9 2838286.7-17.29 15532.2 300 mm 29. Tree 336177.2 2838286.7-16.99 15532.2 300 mm 30. Tree 336192.2 2838286.6-1.99 15533.2 350 mm 31. Tree 336192.7 2838286.7-1.60 15533.4 650 mm 32. Tree 336189.2 2838287.9-5.10 15534.2 1100 mm 33. Tree 336216.1 2838287.2 21.72 15535.6 700 mm 34. Tree 336209.0 2838287.8 14.65 15535.6 600 mm 35. Tree 336214.1 2838289.1 19.66 15537.3 600 mm 36. Tree 336219.1 2838288.8 24.59 15537.4 700 mm 37. Tree 336216.5 2838289.2 21.96 15537.6 500 mm 38. Tree 336218.9 2838289.2 24.43 15537.8 500 mm 39. Tree 336217.8 2838289.3 23.24 15537.8 450 mm 40. Tree 336220.0 2838289.3 25.44 15537.9 850 mm 41. Tree 336219.8 2838290.0 25.29 15538.6 1550 mm
241 Annex 4 S. No. Utility /Inventory Easting Northing OFFSET (- LHS/ +RHS) Chainage Girth of the tree 42. Tree 336214.8 2838291.4 20.10 15539.7 1600 mm 43. Tree 336214.1 2838291.7 19.42 15539.9 500 mm 44. Tree 336205.5 2838304.9 9.82 15552.4 1700 mm 45. Tree 336213.8 2838343.4 15.24 15591.4 1750 mm 46. Tree 336214.8 2838343.3 16.33 15591.4 1800 mm 47. Tree 336172.8 2838383.4-28.57 15628.3 1500 mm 48. Tree 336228.0 2838385.1 26.31 15634.1 1800 mm 49. Tree 336228.3 2838415.0 24.43 15663.9 1750 mm 50. Tree 336194.4 2838418.9-9.66 15665.3 870 mm 51. Tree 336205.7 2838418.3 1.61 15665.5 1700 mm 52. Tree 336218.6 2838417.6 14.52 15665.8 1650 mm 53. Tree 336194.4 2838420.0-9.81 15666.4 650 mm 54. Tree 336208.6 2838419.2 4.42 15666.6 950 mm 55. Tree 336179.5 2838421.5-24.75 15666.8 1700 mm 56. Tree 336206.6 2838420.7 2.37 15668.0 650 mm 57. Tree 336204.9 2838422.6 0.52 15669.8 750 mm 58. Tree 336181.2 2838426.2-23.39 15671.6 350 mm 59. Tree 336183.1 2838426.1-21.45 15671.6 400 mm 60. Tree 336181.8 2838426.2-22.79 15671.7 350 mm 61. Tree 336201.7 2838425.8-2.90 15672.7 2550 mm 62. Tree 336205.9 2838426.1 1.22 15673.3 950 mm 63. Tree 336203.7 2838431.1-1.36 15678.2 1850 mm 64. Tree 336176.6 2838433.3-28.52 15678.3 600 mm 65. Tree 336206.4 2838431.2 1.32 15678.5 1750 mm 66. Tree 336179.4 2838441.2-26.27 15686.4 400 mm 67. Tree 336178.5 2838442.8-27.33 15687.9 550 mm 68. Tree 336180.4 2838446.8-25.71 15692.1 350 mm 69. Tree 336180.4 2838447.7-25.78 15693.0 300 mm 70. Tree 336180.3 2838448.8-25.97 15694.1 300 mm 71. Tree 336180.6 2838450.2-25.79 15695.5 300 mm 72. Tree 336180.7 2838453.0-25.88 15698.2 300 mm 73. Tree 336190.7 2838467.4-16.96 15713.4 1600 mm 74. Tree 336192.9 2838467.3-14.78 15713.5 1700 mm 75. Tree 336193.0 2838467.7-14.72 15713.9 1600 mm 76. Tree 336189.6 2838468.2-18.15 15714.1 1600 mm 77. Tree 336232.2 2838466.5 24.49 15715.6 300 mm 78. Tree 336192.6 2838475.7-15.69 15721.8 1750 mm 79. Tree 336194.2 2838476.1-14.10 15722.4 1650 mm 80. Tree 336194.4 2838477.4-14.02 15723.6 1400 mm 81. Tree 336191.6 2838479.9-17.05 15725.9 1600 mm 82. Tree 336186.0 2838480.5-22.65 15726.1 600 mm 83. Tree 336190.9 2838480.8-17.82 15726.8 1800 mm 84. Tree 336188.9 2838481.4-19.85 15727.2 300 mm 85. Tree 336186.8 2838481.8-21.94 15727.5 300 mm 86. Tree 336185.6 2838481.9-23.19 15727.5 300 mm 87. Tree 336184.3 2838482.1-24.46 15727.6 400 mm 88. Tree 336181.1 2838482.8-27.74 15728.1 400 mm 89. Tree 336189.6 2838482.3-19.18 15728.2 300 mm 90. Tree 336189.5 2838483.7-19.37 15729.5 300 mm 91. Tree 336202.6 2838483.0-6.31 15729.9 1800 mm 92. Tree 336183.6 2838485.4-25.42 15730.8 300 mm 93. Tree 336189.6 2838485.3-19.46 15731.2 300 mm
Annex 4 242 S. No. Utility /Inventory Easting Northing OFFSET (- LHS/ +RHS) Chainage Girth of the tree 94. Tree 336191.2 2838485.5-17.85 15731.5 1600 mm 95. Tree 336192.4 2838485.4-16.60 15731.5 1700 mm 96. Tree 336189.4 2838486.3-19.66 15732.2 300 mm 97. Tree 336187.3 2838486.5-21.79 15732.2 300 mm 98. Tree 336191.6 2838486.4-17.45 15732.4 1600 mm 99. Tree 336184.9 2838487.3-24.19 15732.8 300 mm 100. Tree 336189.7 2838487.9-19.48 15733.8 300 mm 101. Tree 336194.3 2838487.7-14.91 15733.9 600 mm 102. Tree 336188.3 2838488.2-20.88 15734.0 1650 mm 103. Tree 336186.5 2838488.7-22.72 15734.3 350 mm 104. Tree 336185.1 2838489.0-24.17 15734.5 300 mm 105. Tree 336184.1 2838489.2-25.21 15734.6 400 mm 106. Tree 336182.9 2838489.5-26.39 15734.8 400 mm 107. Tree 336193.7 2838491.8-15.82 15738.0 700 mm 108. Tree 336191.1 2838493.2-18.53 15739.1 600 mm 109. Tree 336182.3 2838525.5-29.70 15770.7 950 mm 110. Tree 336183.8 2838526.1-28.28 15771.4 900 mm 111. Tree 336184.4 2838526.2-27.63 15771.6 1100 mm 112. Tree 336186.4 2838529.4-25.89 15774.9 800 mm 113. Tree 336196.6 2838528.8-15.71 15775.1 900 mm 114. Tree 336185.8 2838529.7-26.50 15775.1 1000 mm 115. Tree 336192.8 2838529.3-19.45 15775.3 1500 mm 116. Tree 336195.0 2838529.5-17.34 15775.7 1700 mm 117. Tree 336193.9 2838529.8-18.45 15775.8 600 mm 118. Tree 336192.5 2838530.3-19.85 15776.2 900 mm 119. Tree 336199.3 2838530.0-13.06 15776.4 1200 mm 120. Tree 336241.3 2838544.6 27.72 15794.1 800 mm 121. Tree 336228.0 2838549.3 14.17 15797.8 1000 mm 122. Tree 336193.7 2838553.0-20.31 15798.9 900 mm 123. Tree 336239.4 2838549.7 25.48 15799.1 1400 mm 124. Tree 336197.6 2838553.2-16.52 15799.5 400 mm 125. Tree 336228.2 2838551.3 14.22 15799.9 1150 mm 126. Tree 336239.0 2838550.5 24.96 15799.9 650 mm 127. Tree 336198.0 2838554.1-16.16 15800.4 1.300mm 128. Tree 336231.9 2838551.7 17.85 15800.5 750 mm 129. Tree 336236.5 2838552.6 22.36 15801.8 300 mm 130. Tree 336236.5 2838552.6 22.35 15801.8 1150 mm 131. Tree 336180.1 2838557.3-34.24 15802.3 700 mm 132. Tree 336238.4 2838553.2 24.16 15802.5 800 mm 133. Tree 336192.4 2838558.1-22.00 15804.0 500 mm 134. Tree 336193.7 2838558.2-20.78 15804.1 2000 mm 135. Tree 336196.0 2838558.1-18.43 15804.3 800 mm 136. Tree 336194.6 2838558.4-19.85 15804.4 800 mm 137. Tree 336187.6 2838558.9-26.91 15804.4 950 mm 138. Tree 336185.1 2838559.4-29.37 15804.7 800 mm 139. Tree 336190.7 2838559.1-23.77 15804.9 1850 mm 140. Tree 336220.2 2838557.0 5.81 15804.9 900 mm 141. Tree 336236.6 2838556.8 22.17 15806.0 900 mm 142. Tree 336196.7 2838560.2-17.94 15806.4 1200 mm 143. Tree 336234.5 2838558.9 19.89 15807.9 1000 mm 144. Tree 336199.0 2838562.1-15.72 15808.4 900 mm 145. Tree 336244.7 2838561.6 29.84 15811.3 1500 mm
243 Annex 4 S. No. Utility /Inventory Easting Northing OFFSET (- LHS/ +RHS) Chainage Girth of the tree 146. Tree 336197.5 2838569.9-17.84 15816.2 1600 mm 147. Tree 336211.8 2838570.2-3.62 15817.5 800 mm 148. Tree 336218.7 2838570.6 3.27 15818.4 1350 mm 149. Tree 336225.2 2838570.7 9.69 15819.0 1500 mm 150. Tree 336211.0 2838572.3-4.57 15819.6 450 mm 151. Tree 336212.5 2838573.1-3.08 15820.4 500 mm 152. Tree 336189.1 2838575.6-26.67 15821.2 400 mm 153. Tree 336187.6 2838577.6-28.24 15823.1 950 mm 154. Tree 336212.0 2838576.5-3.87 15823.7 400 mm 155. Tree 336189.4 2838578.2-26.51 15823.8 700 mm 156. Tree 336211.1 2838578.2-4.92 15825.4 650 mm 157. Tree 336217.4 2838578.2 1.45 15825.9 650 mm 158. Tree 336189.8 2838580.6-26.32 15826.2 350 mm 159. Tree 336191.1 2838586.0-25.37 15831.7 500 mm 160. Tree 336188.2 2838587.9-28.42 15833.4 300 mm 161. Tree 336193.6 2838587.6-23.07 15833.4 300 mm 162. Tree 336190.9 2838588.6-25.81 15834.3 250 mm 163. Tree 336190.3 2838588.7-26.42 15834.3 300 mm 164. Tree 336189.8 2838590.2-27.05 15835.8 450 mm 165. Tree 336194.0 2838590.1-22.78 15836.0 550 mm 166. Tree 336207.6 2838589.4-9.16 15836.4 650 mm 167. Tree 336186.9 2838591.2-29.97 15836.5 1050 mm 168. Tree 336206.7 2838589.8-10.08 15836.6 900 mm 169. Tree 336208.0 2838590.4-8.90 15837.3 1900 mm 170. Tree 336207.2 2838590.6-9.72 15837.4 900 mm 171. Tree 336192.5 2838603.0-25.27 15848.7 1900 mm 172. Tree 336221.5 2838616.8 2.63 15864.7 800 mm 173. Tree 336223.0 2838617.4 4.06 15865.4 700 mm 174. Tree 336230.3 2838619.6 11.22 15868.1 800 mm 175. Tree 336191.8 2838629.4-27.88 15875.1 2000 mm 176. Tree 336189.4 2838640.6-31.17 15886.0 1000 mm 177. Tree 336190.8 2838641.3-29.78 15886.9 1050 mm 178. Tree 336196.8 2838641.1-23.76 15887.0 1100 mm 179. Tree 336192.3 2838641.4-28.37 15887.0 1800 mm 180. Tree 336199.9 2838641.0-20.67 15887.2 1900 mm 181. Tree 336233.4 2838721.9 6.71 15970.4 1700 mm 182. Tree 336235.4 2838724.0 8.54 15972.6 1600 mm 183. Tree 336232.3 2838728.9 5.05 15977.2 1000 mm 184. Tree 336234.6 2838729.2 7.29 15977.7 900 mm 185. Tree 336234.5 2838730.9 7.13 15979.4 700 mm 186. Tree 336235.2 2838733.5 7.58 15982.1 700 mm 187. Tree 336232.0 2838733.9 4.42 15982.2 300 mm 188. Tree 336238.0 2838735.2 10.28 15984.0 136 mm 189. Tree 336232.9 2838736.0 5.13 15984.4 900 mm 190. Tree 336233.2 2838737.7 5.31 15986.2 800 mm 191. Tree 336233.2 2838737.8 5.26 15986.2 700 mm 192. Tree 336232.8 2838738.6 4.83 15987.0 300 mm 193. Tree 336233.6 2838740.0 5.51 15988.5 300 mm 194. Tree 336233.5 2838740.1 5.42 15988.5 1950 mm 195. Tree 336233.5 2838740.2 5.37 15988.6 300 mm 196. Tree 336234.2 2838742.1 6.02 15990.6 500 mm 197. Tree 336257.4 2838740.5 29.23 15990.7 1800 mm
Annex 4 244 S. No. Utility /Inventory Easting Northing OFFSET (- LHS/ +RHS) Chainage Girth of the tree 198. Tree 336234.0 2838743.7 5.68 15992.1 1600 mm 199. Tree 336234.7 2838745.4 6.25 15993.9 1700 mm 200. Tree 336235.3 2838746.5 6.70 15995.1 400 mm 201. Tree 336235.1 2838746.9 6.54 15995.4 1700 mm 202. Tree 336258.1 2838746.0 29.47 15996.2 1900 mm 203. Tree 336235.0 2838749.1 6.27 15997.6 700 mm 204. Tree 336258.5 2838749.2-29.66 16000.5 1600 mm 205. Tree 336258.7 2838750.2-29.77 16000.6 700 mm 206. Tree 336235.6 2838756.6 6.25 16005.2 1000 mm 207. Tree 336251.3 2838756.2 21.94 16005.9 1600 mm 208. Tree 336250.2 2838756.3 20.85 16006.0 600 mm 209. Tree 336236.3 2838758.8 6.80 16007.4 1500 mm 210. Tree 336235.8 2838759.1 6.28 16007.7 600 mm 211. Tree 336247.5 2838758.5 18.03 16008.0 1800 mm 212. Tree 336242.2 2838759.1 12.70 16008.1 1900 mm 213. Tree 336236.9 2838759.9 7.32 16008.6 500 mm 214. Tree 336203.8 2838764.6-26.07 16010.7 800 mm 215. Tree 336200.1 2838768.2-30.00 16014.0 400 mm 216. Tree 336201.5 2838769.1-28.64 16015.0 400 mm 217. Tree 336202.0 2838769.2-28.21 16015.2 800 mm 218. Tree 336204.9 2838769.3-25.28 16015.4 400 mm 219. Tree 336203.0 2838769.6-27.26 16015.6 400 mm 220. Tree 336203.4 2838769.9-26.83 16015.9 300 mm 221. Tree 336201.5 2838772.0-28.95 16017.9 500 mm 222. Tree 336203.5 2838772.4-26.96 16018.5 500 mm 223. Tree 336201.4 2838774.7-29.17 16020.6 300 mm 224. Tree 336202.8 2838775.3-27.91 16021.3 300 mm 225. Tree 336200.7 2838776.3-30.00 16022.2 300 mm 226. Tree 336228.4 2838775.1-2.34 16023.0 700 mm 227. Tree 336233.5 2838774.9 2.78 16023.3 800 mm 228. Tree 336235.5 2838774.9 4.74 16023.4 900 mm 229. Tree 336226.6 2838775.6-4.17 16023.4 700 mm 230. Tree 336223.7 2838775.9-7.09 16023.4 750 mm 231. Tree 336237.7 2838774.8 6.93 16023.5 1600 mm 232. Tree 336216.8 2838776.7-14.02 16023.8 800 mm 233. Tree 336225.0 2838776.1-5.81 16023.8 1600 mm 234. Tree 336227.7 2838776.2-3.13 16024.1 900 mm 235. Tree 336199.5 2838778.4-31.36 16024.2 400 mm 236. Tree 336219.0 2838777.0-11.87 16024.2 600 mm 237. Tree 336203.4 2838778.4-27.54 16024.4 300 mm 238. Tree 336231.2 2838776.4 0.40 16024.5 1600 mm 239. Tree 336232.9 2838776.4 2.02 16024.7 1700 mm 240. Tree 336219.6 2838777.4-11.32 16024.7 1500 mm 241. Tree 336204.1 2838778.7-26.79 16024.8 400 mm 242. Tree 336203.1 2838779.0-27.86 16025.0 1000 mm 243. Tree 336219.8 2838777.9-11.13 16025.2 600 mm 244. Tree 336203.5 2838779.1-27.49 16025.2 300 mm 245. Tree 336223.9 2838777.7-7.00 16025.3 650 mm 246. Tree 336231.7 2838777.2 0.81 16025.4 1600 mm 247. Tree 336232.3 2838777.5 1.37 16025.8 700 mm 248. Tree 336226.5 2838778.1-4.46 16025.9 800 mm 249. Tree 336238.3 2838777.7 7.33 16026.4 1800 mm
245 Annex 4 S. No. Utility /Inventory Easting Northing OFFSET (- LHS/ +RHS) Chainage Girth of the tree 250. Tree 336222.6 2838778.9-8.36 16026.4 1900 mm 251. Tree 336213.4 2838779.8-17.63 16026.6 800 mm 252. Tree 336225.8 2838779.0-5.20 16026.7 600 mm 253. Tree 336217.1 2838779.7-13.93 16026.8 800 mm 254. Tree 336205.0 2838780.7-26.04 16026.9 400 mm 255. Tree 336217.2 2838780.1-13.84 16027.2 1800 mm 256. Tree 336218.2 2838780.1-12.83 16027.2 1000 mm 257. Tree 336231.7 2838779.1 0.63 16027.3 1800 mm 258. Tree 336219.9 2838780.4-11.18 16027.7 900 mm 259. Tree 336217.9 2838780.8-13.19 16027.9 600 mm 260. Tree 336234.3 2838779.8 3.15 16028.2 1600 mm 261. Tree 336229.6 2838781.1-1.55 16029.1 2000 mm 262. Tree 336222.4 2838781.7-8.81 16029.2 1600 mm 263. Tree 336206.0 2838783.4-25.29 16029.6 600 mm 264. Tree 336235.3 2838781.6 4.01 16030.1 900 mm 265. Tree 336229.6 2838782.3-1.65 16030.3 800 mm 266. Tree 336200.3 2838785.3-31.14 16031.1 300 mm 267. Tree 336205.4 2838786.3-26.10 16032.5 700 mm 268. Tree 336234.8 2838784.1 3.41 16032.5 700 mm 269. Tree 336224.0 2838785.1-7.48 16032.6 400 mm 270. Tree 336219.1 2838788.0-12.55 16035.1 1700 mm 271. Tree 336213.8 2838788.4-17.91 16035.2 750 mm 272. Tree 336202.1 2838789.4-29.69 16035.3 700 mm 273. Tree 336205.9 2838789.9-25.88 16036.1 500 mm 274. Tree 336224.0 2838790.4-7.89 16037.9 700 mm 275. Tree 336219.1 2838791.2-12.82 16038.4 1200 mm 276. Tree 336222.5 2838791.3-9.44 16038.8 1950 mm 277. Tree 336218.1 2838792.1-13.89 16039.2 700 mm 278. Tree 336219.5 2838792.2-12.48 16039.4 700 mm 279. Tree 336218.0 2838792.8-14.03 16039.9 1000 mm 280. Tree 336223.7 2838793.1-8.38 16040.7 1100 mm 281. Tree 336218.3 2838793.7-13.87 16040.8 800 mm 282. Tree 336223.9 2838793.4-8.19 16040.9 800 mm 283. Tree 336224.2 2838793.8-7.98 16041.4 1900 mm 284. Tree 336216.2 2838794.7-15.96 16041.6 1800 mm 285. Tree 336202.8 2838796.5-29.50 16042.4 400 mm 286. Tree 336225.3 2838795.3-6.96 16042.9 900 mm 287. Tree 336202.9 2838797.1-29.45 16043.0 300 mm 288. Tree 336208.2 2838802.6-24.57 16048.9 1500 mm 289. Tree 336208.4 2838802.7-24.37 16049.0 300 mm 290. Tree 336204.4 2838803.1-28.41 16049.1 600 mm 291. Tree 336203.4 2838803.6-29.43 16049.5 300 mm 292. Tree 336203.0 2838805.6-29.97 16051.5 400 mm 293. Tree 336205.1 2838806.3-27.92 16052.4 350 mm 294. Tree 336208.3 2838807.9-24.86 16054.2 400 mm 295. Tree 336203.3 2838808.4-29.91 16054.3 500 mm 296. Tree 336204.6 2838810.5-28.76 16056.5 400 mm 297. Tree 336206.6 2838810.9-26.81 16057.1 500 mm 298. Tree 336208.4 2838810.9-25.00 16057.2 500 mm 299. Tree 336207.3 2838812.2-26.24 16058.5 300 mm 300. Tree 336208.7 2838812.9-24.84 16059.3 800 mm 301. Tree 336206.8 2838814.7-26.94 16060.9 900 mm
Annex 4 246 S. No. Utility /Inventory Easting Northing OFFSET (- LHS/ +RHS) Chainage Girth of the tree 302. Tree 336257.2 2838839.1 21.45 16089.1 300 mm 303. Tree 336256.1 2838839.2 20.33 16089.1 350 mm 304. Tree 336255.5 2838839.5 19.76 16089.3 1800 mm 305. Tree 336256.4 2838839.5 20.69 16089.4 300 mm 306. Tree 336255.4 2838842.1 19.40 16091.9 1800 mm 307. Tree 336462.6 2839398.4-13.67 16693.0 300 mm 308. Tree 336470.3 2839397.0-6.26 16695.2 300 mm 309. Tree 336457.3 2839405.3-21.58 16696.8 300 mm 310. Tree 336456.8 2839406.4-22.48 16697.6 350 mm 311. Tree 336456.5 2839407.0-22.99 16698.1 300 mm 312. Tree 336464.6 2839414.3-18.98 16708.2 600 mm 313. Tree 336464.4 2839414.6-19.28 16708.3 750 mm 314. Tree 336467.0 2839413.7-16.62 16708.7 500 mm 315. Tree 336475.6 2839410.1-7.26 16709.3 300 mm 316. Tree 336467.9 2839414.1-15.98 16709.5 650 mm 317. Tree 336464.0 2839417.5-20.96 16710.8 600 mm 318. Tree 336468.4 2839415.5-16.16 16710.9 550 mm 319. Tree 336471.0 2839414.3-13.29 16711.0 650 mm 320. Tree 336464.4 2839418.4-21.04 16711.8 700 mm 321. Tree 336467.4 2839417.4-17.84 16712.2 900 mm 322. Tree 336484.6 2839409.0 1.30 16712.3 300 mm 323. Tree 336487.6 2839408.5 4.19 16713.2 350mm 324. Tree 336472.5 2839417.5-13.37 16714.5 1000 mm 325. Tree 336493.4 2839407.5 9.83 16714.9 300 mm 326. Tree 336513.5 2839533.6-28.16 16836.8 600 mm 327. Tree 336513.7 2839534.1-28.21 16837.3 900 mm 328. Tree 336518.8 2839534.1-23.59 16839.7 1000 mm 329. Tree 336533.5 2839532.8-9.84 16845.0 800 mm 330. Tree 336542.7 2839531.7-1.09 16848.0 1400 mm 331. Tree 336559.9 2839526.4 16.66 16851.0 300 mm 332. Tree 336549.2 2839533.4 3.93 16852.5 350 mm 333. Tree 336566.2 2839525.3 22.83 16852.7 350 mm 334. Tree 336550.2 2839533.4 4.80 16852.9 350 mm 335. Tree 336568.2 2839524.9 24.73 16853.3 300 mm 336. Tree 336571.3 2839523.6 28.13 16853.5 300 mm 337. Tree 336573.0 2839523.6 29.61 16854.2 300 mm 338. Tree 336557.3 2839532.2 11.70 16855.0 400 mm 339. Tree 336558.3 2839532.2 12.66 16855.4 350 mm 340. Tree 336568.7 2839527.2 24.13 16855.5 800 mm 341. Tree 336574.0 2839530.2 27.55 16860.6 300 mm 342. Tree 336615.3 2839632.8 19.04 16970.9 500 mm 343. Tree 336615.7 2839633.0 19.29 16971.2 300 mm 344. Tree 336616.6 2839634.5 19.46 16973.0 700 mm 345. Tree 336617.6 2839635.7 19.77 16974.5 850 mm 346. Tree 336616.1 2839639.9 16.62 16977.5 300 mm 347. Tree 336624.9 2839658.6 16.15 16998.3 1200 mm 348. Tree 336619.8 2839666.0 8.28 17002.6 400 mm 349. Tree 336619.9 2839666.9 8.00 17003.4 400 mm 350. Tree 336619.3 2839670.6 5.81 17006.5 700 mm 351. Tree 336619.5 2839676.1 3.65 17011.5 350 mm 352. Tree 336619.9 2839679.1 2.61 17014.4 800 mm 353. Tree 336618.7 2839680.1 1.14 17014.8 400 mm
247 Annex 4 S. No. Utility /Inventory Easting Northing OFFSET (- LHS/ +RHS) Chainage Girth of the tree 354. Tree 336619.9 2839679.5 2.48 17014.8 500 mm 355. Tree 336619.8 2839687.5-1.16 17021.9 400 mm 356. Tree 336626.1 2839685.5 5.33 17022.8 600 mm 357. Tree 336618.6 2839693.9-5.13 17027.1 400 mm 358. Tree 336618.5 2839695.4-5.84 17028.4 400 mm 359. Tree 336616.4 2839698.7-9.21 17030.5 400 mm 360. Tree 336617.4 2839699.5-8.69 17031.6 300 mm 361. Tree 336622.2 2839700.7-4.94 17034.8 750 mm 362. Tree 336613.1 2839707.2-15.99 17036.6 500 mm 363. Tree 336610.6 2839710.8-19.76 17038.7 450 mm 364. Tree 336612.8 2839711.0-17.90 17039.9 700 mm 365. Tree 336610.4 2839715.5-22.06 17042.8 500 mm 366. Tree 336659.5 2839725.6 17.46 17073.7 1400 mm 367. Tree 336645.1 2839733.0 1.26 17073.9 1200 mm 368. Tree 336658.8 2839729.9 14.92 17077.2 1400 mm 369. Tree 336659.4 2839732.3 14.41 17079.6 900 mm 370. Tree 336667.3 2839728.4 23.22 17079.7 1500 mm 371. Tree 336645.0 2839744.6-3.97 17084.2 750 mm 372. Tree 336640.9 2839747.4-8.85 17084.9 950 mm 373. Tree 336645.0 2839746.5-4.79 17086.0 1000 mm 374. Tree 336667.6 2839737.3 19.54 17087.7 1500 mm 375. Tree 336659.7 2839741.8 10.42 17088.3 1200 mm 376. Tree 336670.5 2839736.8 22.35 17088.6 900 mm 377. Tree 336644.0 2839750.6-7.54 17089.2 500 mm 378. Tree 336649.3 2839748.0-1.63 17089.2 1500 mm 379. Tree 336815.4 2840026.3 23.72 17412.3 500 mm 380. Tree 336789.8 2840075.5-21.11 17445.0 500 mm 381. Tree 336791.6 2840075.4-19.41 17445.7 350 mm 382. Tree 336790.5 2840076.6-20.94 17446.3 450 mm 383. Tree 336791.9 2840076.6-19.73 17447.0 400 mm 384. Tree 336792.4 2840077.3-19.57 17447.7 500 mm 385. Tree 336793.8 2840085.4-21.89 17455.7 600 mm 386. Tree 336792.2 2840086.9-23.99 17456.3 750 mm 387. Tree 336802.8 2840097.8-19.32 17470.8 450 mm 388. Tree 336800.6 2840099.4-22.01 17471.3 500 mm 389. Tree 336802.3 2840100.5-20.97 17472.9 350 mm 390. Tree 336822.3 2840097.2-1.56 17478.9 900 mm 391. Tree 337266.7 2841443.3 0.10 18037.1 750 mm 392. Tree 337057.0 2840610.0-18.86 18042.6 1100 mm 393. Tree 337054.7 2840611.9-21.77 18043.3 1000 mm 394. Tree 337164.3 2840802.4-8.16 18262.7 900 mm 395. Tree 337171.1 2840801.5-1.63 18264.8 700 mm 396. Tree 337162.1 2840811.8-14.31 18270.1 800 mm 397. Tree 337223.4 2840844.8 25.95 18326.8 800 mm 398. Tree 337188.4 2840889.9-25.47 18351.7 1050 mm 399. Tree 337189.3 2840898.0-28.18 18359.3 800 mm 400. Tree 337191.3 2840900.7-27.62 18362.7 1000 mm 401. Tree 337192.3 2840905.0-28.58 18367.0 1000 mm 402. Tree 337198.0 2840910.6-26.00 18374.5 700 mm 403. Tree 337202.1 2840914.0-23.86 18379.4 750 mm 404. Tree 337202.7 2840914.0-23.29 18379.7 1200 mm 405. Tree 337219.6 2840926.1-13.50 18398.0 900 mm
Annex 4 248 S. No. Utility /Inventory Easting Northing OFFSET (- LHS/ +RHS) Chainage Girth of the tree 406. Tree 337221.2 2840926.2-12.10 18398.9 700 mm 407. Tree 337220.5 2840927.0-13.10 18399.2 500 mm 408. Tree 337219.2 2840927.9-14.64 18399.5 700 mm 409. Tree 337217.5 2840931.7-17.84 18402.1 700 mm 410. Tree 337216.6 2840933.1-19.28 18403.0 900 mm 411. Tree 337216.9 2840935.2-19.94 18405.0 800 mm 412. Tree 337221.1 2840961.0-27.63 18430.0 900 mm 413. Tree 337228.1 2840957.9-20.01 18430.4 800 mm 414. Tree 337264.3 2840948.7 16.84 18438.2 2200 mm 415. Tree 337253.9 2840963.4 0.77 18446.7 850 mm 416. Tree 337265.5 2840983.6 2.86 18469.8 750mm 417. Tree 337267.1 2840984.8 3.81 18471.5 800 mm 418. Tree 337293.3 2841008.2 18.88 18502.6 350 mm 419. Tree 337326.0 2841199.5 23.87 18639.0 800 mm 420. Tree 337321.7 2841201.3 19.69 18640.7 500 mm 421. Tree 337318.4 2841206.3 16.92 18646.0 350 mm 422. Tree 337306.6 2841208.2 5.32 18648.9 500 mm 423. Tree 337316.0 2841216.6 15.45 18656.2 1750 mm 424. Tree 337289.9 2841332.8 6.30 18824.4 800 mm 425. Tree 337288.4 2841338.3 5.60 18830.0 700 mm 426. Tree 337292.1 2841344.9 10.23 18836.0 1200 mm 427. Tree 337288.5 2841346.3 6.91 18837.9 500 mm 428. Tree 337292.6 2841347.5 11.19 18838.5 1200 mm 429. Tree 337293.8 2841349.4 12.58 18840.2 1100 mm 430. Tree 337286.2 2841350.0 5.21 18841.9 600 mm 431. Tree 337282.5 2841350.5 1.60 18842.9 900 mm 432. Tree 337287.9 2841351.6 7.08 18843.2 900 mm 433. Tree 337277.5 2841350.1-3.42 18843.4 450 mm 434. Tree 337276.2 2841350.7-4.56 18844.1 650 mm 435. Tree 337275.1 2841350.9-5.70 18844.5 1500 mm 436. Tree 337286.1 2841352.7 5.50 18844.6 1100 mm 437. Tree 337284.0 2841352.9 3.43 18845.1 500 mm 438. Tree 337287.6 2841353.5 7.10 18845.1 800 mm 439. Tree 337278.2 2841352.6 2.30 18845.6 700 mm 440. Tree 337276.3 2841353.5-4.08 18847.0 800 mm 441. Tree 337281.2 2841354.5 0.91 18847.1 500 mm 442. Tree 337283.8 2841355.1 3.58 18847.4 700 mm 443. Tree 337278.6 2841355.7-1.42 18848.7 1400 mm 444. Tree 337277.5 2841355.8-2.53 18849.0 400 mm 445. Tree 337280.1 2841357.9 0.40 18850.7 350 mm 446. Tree 337278.0 2841359.3-1.48 18852.3 1600 mm 447. Tree 337305.3 2841373.9 27.70 18862.7 350 mm 448. Tree 337303.2 2841374.2 25.64 18863.3 1000 mm 449. Tree 337297.4 2841377.0 25.64 18866.7 500 mm 450. Tree 337299.0 2841377.1 21.90 18866.7 500 mm 451. Tree 337298.1 2841378.2 21.20 18867.9 800 mm 452. Tree 337296.3 2841379.6 19.63 18869.7 1100 mm 453. Tree 337290.1 2841490.0 29.71 18870.0 850 mm 454. Tree 337294.9 2841380.4 18.40 18870.6 650 mm 455. Tree 337290.8 2841384.4 15.00 18875.2 1500 mm 456. Tree 337287.1 2841385.3 11.47 18876.6 750 mm 457. Tree 337287.7 2841386.1 12.10 18877.3 1000 mm
249 Annex 4 S. No. Utility /Inventory Easting Northing OFFSET (- LHS/ +RHS) Chainage Girth of the tree 458. Tree 337289.3 2841386.9 13.80 18877.9 600 mm 459. Tree 337282.5 2841387.7 7.28 18879.7 1450 mm 460. Tree 337285.9 2841389.2 10.79 18880.7 1000 mm 461. Tree 337289.2 2841490.9 28.90 18881.8 650 mm 462. Tree 337283.6 2841389.9 8.70 18881.8 1000 mm 463. Tree 337288.0 2841491.2 27.71 18882.3 850 mm 464. Tree 337286.7 2841490.6 28.90 18882.5 800 mm 465. Tree 337283.8 2841390.7 8.96 18882.5 1800 mm 466. Tree 337286.5 2841496.0 26.82 18887.2 1100 mm 467. Tree 337286.9 2841496.7 27.28 18981.9 600 mm 468. Tree 337264.9 2841507.4 6.47 19001.2 1900 mm 469. Tree 337262.4 2841509.6 4.13 19003.1 1500 mm 470. Tree 337268.9 2841511.6 10.78 19005.0 1700 mm 471. Tree 337279.3 2841514.0 21.34 19006.6 1500 mm 472. Tree 337263.9 2841513.8 6.00 19007.7 900 mm 473. Tree 337266.8 2841515.9 9.10 19009.5 350 mm 474. Tree 337267.0 2841519.7 9.59 19013.4 850 mm 475. Tree 337265.5 2841520.0 8.10 19013.9 350 mm 476. Tree 337281.2 2841524.5 14.04 19017.3 1400 mm 477. Tree 337282.1 2841525.9 24.95 19018.7 1150 mm 478. Tree 337283.2 2841526.4 26.17 19019.0 1350 mm 479. Tree 337284.2 2841528.5 27.26 19021.6 1300 mm 480. Tree 337286.1 2841531.1 29.26 19024.1 1500 mm 481. Tree 337282.5 2841536.8 25.99 19030.0 1550 mm 482. Tree 337279.6 2841541.9 23.21 19035.8 1500 mm 483. Tree 337267.5 2841542.0 11.10 19036.1 400 mm 484. Tree 337280.1 2841543.3 23.74 19037.1 1400 mm 485. Tree 337286.3 2841575.5 29.09 19072.2 1400 mm 486. Tree 337272.5 2841587.6 14.31 19083.5 1600 mm 487. Tree 337328.1 2841730.5 28.72 19242.9 500 mm 488. Tree 337318.5 2841736.8 17.43 19244.9 700 mm 489. Tree 337315.4 2841740.0 11.01 19246.4 1350 mm 490. Tree 337309.9 2841743.1 6.98 19247.4 1500 mm 491. Tree 337313.2 2841740.6 11.01 19246.7 1400 mm 492. Tree 337307.6 2841744.9 4.22 19248.2 1400 mm 493. Tree 337308.7 2841744.5 5.38 19248.2 700 mm 494. Tree 337306.0 2841746.3 2.19 19248.8 1400 mm 495. Tree 337329.7 2841738.0 27.22 19250.4 500 mm 496. Tree 337298.2 2841753.1-7.64 19252.0 700 mm 497. Tree 337296.0 2841755.6-10.70 19253.4 700 mm 498. Tree 337289.5 2841760.9-18.70 19255.7 1400 mm 499. Tree 337280.8 2841764.8-28.31 19255.9 600 mm 500. Tree 337288.4 2841761.8-20.10 19256.2 1500 mm 501. Tree 337281.0 2841765.1-28.25 19256.3 500 mm 502. Tree 337305.2 2841758.2-3.27 19259.4 700 mm 503. Tree 337301.1 2841777.8-14.69 19275.8 500 mm 504. Tree 337342.0 2841760.4 29.76 19275.9 900 mm 505. Tree 337326.3 2841767.3 12.57 19276.1 400 mm 506. Tree 337314.1 2841775.4-1.88 19278.8 900 mm 507. Tree 337314.2 2841775.5-1.83 19278.9 400 mm 508. Tree 337314.2 2841775.7-1.87 19279.0 509. Tree 337340.6 2841765.4 26.39 19280.0 300 mm
Annex 4 250 S. No. Utility /Inventory Easting Northing OFFSET (- LHS/ +RHS) Chainage Girth of the tree 510. Tree 337308.2 2841780.5-9.30 19281.1 1800 mm 511. Tree 337337.5 2841768.4 22.45 19281.5 1600 mm 512. Tree 337319.2 2841776.4 2.41 19281.7 800 mm 513. Tree 337316.6 2841778.7-0.85 19282.8 514. Tree 337294.8 2841788.4-24.75 19283.0 700 mm 515. Tree 337313.2 2841780.8-4.80 19283.4 400 mm 516. Tree 337337.8 2841770.3 21.96 19283.4 800 mm 517. Tree 337322.6 2841777.6 5.11 19284.1 500 mm 518. Tree 337336.7 2841772.3 20.16 19284.9 400 mm 519. Tree 337280.7 2841767.2-29.32 19285.0 700 mm 520. Tree 337333.8 2841773.9 16.79 19285.2 2000 mm 521. Tree 337323.2 2841778.6 5.23 19285.2 400 mm 522. Tree 337313.2 2841784.1-6.15 19286.4 500 mm 523. Tree 337328.5 2841778.5 10.16 19287.2 550 mm 524. Tree 337326.7 2841780.4 7.81 19288.3 700 mm 525. Tree 337327.7 2841781.3 8.32 19289.6 900 mm 526. Tree 337305.9 2841790.8-15.48 19289.7 450 mm 527. Tree 337321.1 2841786.3 0.25 19291.5 700 mm 528. Tree 337297.7 2841796.5-25.20 19291.7 1800 mm 529. Tree 337313.6 2841791.7-8.76 19293.5 2000 mm 530. Tree 337293.0 2841800.6-31.17 19293.5 400 mm 531. Tree 337298.9 2841799.9-25.51 19295.3 500 mm 532. Tree 337295.0 2841802.0-29.92 19295.6 700 mm 533. Tree 337314.2 2841836.0-25.68 19334.4 1500 mm 534. Tree 337276.3 2841544.3 19.98 190382.0 1300 mm 535. Tree 337365.6 2841847.4 17.14 19365.2 1600 mm 536. Tree 337352.7 2841932.8-28.36 19438.6 1700 mm 537. Tree 337355.2 2841932.2-25.84 19439.1 700 mm 538. Tree 337352.3 2841933.7-29.16 19439.3 800 mm 539. Tree 337359.5 2841930.6-21.35 19439.3 600 mm 540. Tree 337356.0 2841935.2-26.30 19442.1 1200 mm 541. Tree 337400.5 2841946.1 10.26 19469.6 1600 mm 542. Tree 337375.6 2841981.3-26.47 19492.3 450 mm 543. Tree 337378.6 2841980.8-23.53 19493.0 500 mm 544. Tree 337390.0 2841976.6-11.38 19493.6 1500 mm 545. Tree 337379.5 2841983.6-23.81 19495.9 500 mm 546. Tree 337377.5 2841987.0-27.00 19498.2 350 mm 547. Tree 337378.8 2841986.8-25.68 19498.5 750 mm 548. Tree 337381.6 2841993.8-25.92 19506.1 400 mm 549. Tree 337383.8 2841993.7-23.87 19506.8 800 mm 550. Tree 337395.5 2841989.2-11.32 19507.3 600 mm 551. Tree 337385.2 2841995.3-23.19 19508.9 700 mm 552. Tree 337396.1 2841991.5-11.70 19509.7 1100 mm 553. Tree 337402.6 2841990.5-5.32 19511.3 300 mm 554. Tree 337402.5 2841991.5-5.80 19512.2 600 mm 555. Tree 337438.8 2841989.7 28.30 19524.8 1500 mm 556. Tree 337419.6 2842011.1 2.22 19537.0 1500 mm 557. Tree 337420.1 2842011.2 2.69 19537.2 1700 mm 558. Tree 337418.2 2842086.4-28.75 19605.6 1500 mm 559. Tree 337422.1 2842086.1-25.08 19606.8 1000 mm 560. Tree 337421.6 2842086.3-25.53 19606.9 1600 mm 561. Tree 337429.1 2842088.0-19.35 19611.4 1700 mm
251 Annex 4 S. No. Utility /Inventory Easting Northing OFFSET (- LHS/ +RHS) Chainage Girth of the tree 562. Tree 337430.7 2842087.8-17.83 19611.8 600 mm 563. Tree 337432.1 2842088.2-16.69 19612.8 1700 mm 564. Tree 337433.4 2842088.1-15.47 19613.2 1300 mm 565. Tree 337434.0 2842088.5-15.05 19613.8 1650 mm 566. Tree 337434.3 2842088.6-14.82 19614.0 1600 mm 567. Tree 337435.7 2842089.3-13.75 19615.2 1600 mm 568. Tree 337438.5 2842090.5-11.65 19617.4 1500 mm 569. Tree 337442.2 2842091.3-8.64 19619.5 1650 mm 570. Tree 337447.6 2842089.7-3.01 19620.2 1700 mm 571. Tree 337449.8 2842090.2-1.16 19621.6 1700 mm 572. Tree 337452.5 2842089.7 1.46 19622.2 1800 mm 573. Tree 337455.1 2842089.2 4.03 19622.7 1700 mm 574. Tree 337453.4 2842090.3 2.08 19623.1 1600 mm 575. Tree 337459.4 2842088.4 8.37 19623.7 700 mm 576. Tree 337458.2 2842089.2 6.89 19623.9 1100 mm 577. Tree 337461.0 2842088.6 9.75 19624.6 1500 mm 578. Tree 337461.1 2842090.5 9.02 19626.3 600 mm 579. Tree 337465.2 2842089.8 13.08 19627.2 1600 mm 580. Tree 337468.9 2842089.8 16.53 19628.7 1600 mm 581. Tree 337470.9 2842090.3 18.16 19629.9 1700 mm 582. Tree 337476.0 2842088.8 23.46 19630.6 1800 mm 583. Tree 337483.2 2842088.4 30.20 19633.1 1700 mm 584. Tree 337430.9 2842138.1-37.44 19658.1 600 mm 585. Tree 337431.3 2842138.9-37.43 19659.0 700 mm 586. Tree 337433.8 2842139.1-35.17 19660.2 300 mm 587. Tree 337432.4 2842140.0-36.81 19660.5 700 mm 588. Tree 337435.4 2842139.3-33.82 19661.0 400 mm 589. Tree 337432.0 2842140.8-37.47 19661.1 600 mm 590. Tree 337486.2 2842118.4 21.18 19661.8 400 mm 591. Tree 337434.9 2842141.5-35.12 19662.9 600 mm 592. Tree 337438.3 2842140.3-31.50 19663.1 800 mm 593. Tree 337436.2 2842141.3-33.80 19663.1 350 mm 594. Tree 337436.3 2842141.7-33.90 19663.6 300 mm 595. Tree 337437.0 2842143.1-33.84 19665.1 800 mm 596. Tree 337438.8 2842143.6-32.36 19666.3 300 mm 597. Tree 337442.5 2842142.8-28.59 19667.0 600 mm 598. Tree 337443.1 2842142.6-28.02 19667.1 900 mm 599. Tree 337496.4 2842120.9 29.48 19668.1 300 mm 600. Tree 337444.5 2842143.2-26.97 19668.1 300 mm 601. Tree 337451.0 2842140.6-19.94 19668.4 30bambu 602. Tree 337441.1 2842144.9-30.77 19668.4 450 mm 603. Tree 337443.9 2842145.0-28.19 19669.6 300 mm 604. Tree 337455.6 2842140.6-15.77 19670.2 20bambu 605. Tree 337446.0 2842145.1-26.31 19670.5 800 mm 606. Tree 337449.5 2842144.8-23.02 19671.6 600 mm 607. Tree 337485.8 2842129.5 16.35 19671.9 500 mm 608. Tree 337497.6 2842125.2 28.92 19672.6 1300 mm 609. Tree 337452.9 2842147.1-20.82 19675.1 700 mm 610. Tree 337497.4 2842128.1 27.62 19675.1 1700 mm 611. Tree 337452.3 2842147.7-21.56 19675.4 800 mm 612. Tree 337485.3 2842135.1 13.75 19676.8 500 mm 613. Tree 337457.9 2842148.2-16.63 19678.0 300 mm
Annex 4 252 S. No. Utility /Inventory Easting Northing OFFSET (- LHS/ +RHS) Chainage Girth of the tree 614. Tree 337456.9 2842148.7-17.77 19678.1 700 mm 615. Tree 337458.5 2842148.7-16.21 19678.7 850 mm 616. Tree 337486.8 2842137.2 14.29 19679.4 850 mm 617. Tree 337497.1 2842132.9 25.46 19679.4 1100 mm 618. Tree 337458.3 2842149.7-16.86 19679.6 600 mm 619. Tree 337498.0 2842134.3 25.69 19681.1 1700 mm 620. Tree 337464.3 2842150.5-11.65 19682.7 800 mm 621. Tree 337465.1 2842151.1-11.16 19683.6 800 mm 622. Tree 337464.5 2842151.7-11.93 19683.9 300 mm 623. Tree 337485.3 2842143.2 10.55 19684.3 700 mm 624. Tree 337466.1 2842151.9-10.53 19684.7 700 mm 625. Tree 337498.3 2842139.5 23.90 19686.0 1800 mm 626. Tree 337475.7 2842149.8-0.91 19686.5 35bambu 627. Tree 337479.3 2842148.9 2.77 19687.2 400 mm 628. Tree 337479.5 2842150.0 2.54 19688.2 800 mm 629. Tree 337498.8 2842144.3 22.49 19690.6 1750 mm 630. Tree 337462.8 2842163.2-18.02 19693.8 800 mm 631. Tree 337498.9 2842148.1 21.08 19694.1 550 mm 632. Tree 337497.3 2842148.9 19.35 19694.2 1550 mm 633. Tree 337495.7 2842154.6 15.56 19698.8 600 mm 634. Tree 337495.1 2842155.5 14.65 19699.5 900 mm 635. Tree 337495.9 2842157.5 14.68 19701.5 1100 mm 636. Tree 337503.4 2842154.8 22.62 19702.1 800 mm 637. Tree 337501.2 2842156.3 19.94 19702.6 600 mm 638. Tree 337504.4 2842155.1 23.43 19702.8 300 mm 639. Tree 337503.4 2842156.1 22.10 19703.3 600 mm 640. Tree 337508.1 2842154.4 27.05 19703.6 400 mm 641. Tree 337501.5 2842157.4 19.83 19703.7 1000 mm 642. Tree 337464.3 2842173.5-20.72 19703.8 1800 mm 643. Tree 337507.1 2842155.4 25.78 19704.0 1000 mm 644. Tree 337507.5 2842156.6 25.71 19705.3 800 mm 645. Tree 337504.8 2842158.1 22.61 19705.6 300 mm 646. Tree 337494.2 2842162.7 11.01 19705.7 800 mm 647. Tree 337505.4 2842158.2 23.11 19706.0 1100 mm 648. Tree 337502.9 2842159.5 20.31 19706.1 1150 mm 649. Tree 337504.4 2842159.7 21.54 19707.0 1100 mm 650. Tree 337505.9 2842161.7 22.16 19709.3 750 mm 651. Tree 337501.6 2842164.5 17.11 19710.2 1000 mm 652. Tree 337507.0 2842163.1 22.67 19711.1 450 mm 653. Tree 337513.1 2842163.4 28.18 19713.8 400 mm 654. Tree 337506.5 2842166.5 20.78 19714.0 1100 mm 655. Tree 337486.9 2842176.6-1.12 19715.6 1600 mm 656. Tree 337511.6 2842166.5 25.51 19716.1 500 mm 657. Tree 337511.8 2842166.5 25.71 19716.1 400 mm 658. Tree 337508.7 2842168.1 22.19 19716.4 600 mm 659. Tree 337514.7 2842168.6 27.55 19719.2 700 mm 660. Tree 337503.3 2842182.0 11.77 19727.0 1500 mm 661. Tree 337510.2 2842190.1 14.96 19737.2 1700 mm 662. Tree 337276.3 2841544.3 19.98 190382.0 1300 mm Note: - Sign indicates LHS while +sing indicates RHS. Total no. of tree cutting involved along the alignment is 709.
253 Annex 5 A. Photolog of Consultation ANNEX 5: RECORD OF PUBLIC CONSULTATIONS Conduction of FGD at Baans Tal Village Conduction of FGD at Baans Tal Village Conduction of FGD at Dilawarpur Village Conduction of FGD at Fatehpur Village Conduction of FGD at Mohanpur Village Conduction of FGD at Shyampur Village
Annex 5 254 Conduction of FGD at Bishnupur-Telia Village Conduction of FGD at Jamalpur Chakshankar Village Conduction of FGD at Kalyanpur Village Conduction of FGD at Karampur Village Conduction of FGD at Kanpur Pakri Village Conduction of FGD at Nizampur-Sabalpur Village
255 Annex 5 Conduction of FGD at Rustampur Village Conduction of FGD at Saifabad Village Awareness programme regarding social and environmental issues at Himmatpur Village in June 2016 Consultation meeting regarding project process with villagers at BSRDCL office in January 2017 Awareness programme regarding social and environmental issues at Rustampur Village in March 2017 Awareness programme regarding social and environmental issues at Jamalpur School in April 2017
Annex 5 256 B. Attendance Sheets of FGDs i. List of Participants in FGD at Baans Tal Village
257 Annex 5
Annex 5 258 ii. List of Participants in FGD at Diwalapur Village
259 Annex 5 iii. List of Participants in FGD at Fatehpur Village
Annex 5 260 iv. List of Participants in FGD at Mohanpur Village
261 Annex 5
v. List of Participants in FGD at Shyampur Village Annex 5 262
263 Annex 5
Annex 5 264 vi. List of Participants in FGD at Bishnupur Telia
265 Annex 5 vii. List of Participants in FGD at Jamalpur Chakshankar
Annex 5 266
267 Annex 5 viii. List of Participants in FGD at Kalyanpur
Annex 5 268
269 Annex 5 ix. List of Participants in FGD at Karampur
Annex 5 270
271 Annex 5 x. List of Participants in FGD at Khanpur Pakri
Annex 5 272
273 Annex 5 xi. List of Participants in FGD at Nizampur-Sabalpur Village
Annex 5 274 xii. List of Participants in FGD at Rustampur Village
275 Annex 5
Annex 5 276 xiii. List of Participants in FGD at Saifabad
277 Annex 5
Annex 6 278 Environmental Issue/ Component Avoidance/Mitigation/ Compensation Measures ANNEX 6: ENVIRONMENTAL MANAGEMENT PLAN Referenc e to laws/ guideline Location indicators (MI)/ Performance Target (PT) Methods A. DESIGN AND PRE-CONSTRUCTION STAGE 1. Establishment of Contractors Environmental Management System 1.1 Establishment of Upon contract award, Environmental Contractors shall be Management advised by BSRDCL on the System EMP requirements. 1.2 Conduction of further studies and The Contractor, before the start of physical works shall prepare an Environmental Management System that outlines the minimum environmental management requirements for the implementation of the Project. Contractor s conduct monthly coordination meetings on environment safeguards. Records on all such meetings will be systematically maintained On a weekly basis as a minimum, environmental communications shall be delivered by the contractor to its workers to present information on the management of environmental risks or key site environmental issues. Since the EPC contractor will prepare the detailed MI: No later than 60 days from NTP these activities shall be initiated and completed before the start of physical works on site. PT: CA clear and robust Environment Management System approved by PMAE and BSRDCL is in place at least 2 months before the start of physical works on site MI: Updated EIA report Review the Contractors Environment al Managemen t System Review the updated Mitigation Costs Part of contractor s costs Part of contractor s Institutional Responsibility Implementation Supervision Contractor Contractor BSRDCL PMAE, BSRDCL
279 Annex 6 Environmental Issue/ Component investigations Avoidance/Mitigation/ Compensation Measures design of the bridge and approach roads and bridge end facilities, the contractor will do the following: 1) Update the EIA report and EMP to include information on design changes, further details of the design, additional information such as on the exact location of the construction camps, quarry and borrow areas and construction material haul routes, access routes to the diara etc. 2) Conduct further hydrological investigations to ensure accurate design of bridge foundation, stabilization and protection works on the diara (see item 5.1 below). Incorporate findings of such investigations in the updated EMP 3) Incorporate findings of the biodiversity baseline study that will be conducted by the External Monitor for Environment Safeguards in the EIA report 4) Reconfirm the number and location of Referenc e to laws/ guideline Location indicators (MI)/ Performance Target (PT) with further details on exact location and size of construction camps; quarries, borrow areas and construction material haul routes; access routes to the diara; additional hydrology studies; findings of baseline biodiversity study that will be prepared by the External Monitor for Environment Safeguards PT: Update EIA is finalized and approved by the PMAE and BSRDCL before start of the construction works for the main bridge Methods EIA and Baseline Biodiversity study report Mitigation Costs costs Institutional Responsibility Implementation Supervision
Annex 6 280 Environmental Issue/ Component 1.3 Contractor Personnel and Resources Avoidance/Mitigation/ Compensation Measures sensitive receptor (school, religious center, residential building) for air pollution and noise levels and in case where air quality and noise level exceed GOI, WB-EHS limits design appropriate mitigation measures where feasible 5) Coordinate with the respective Archaeological Survey of India Authority if any archaeological or historical artifacts are found. 6) Conduct other studies and investigations as found necessary after reviewing the EIA report and site conditions 7) Collect baseline (preconstruction) data on the air, water and soil quality and noise levels on the construction camp sites, construction sites and approach roads The Contractor shall appoint an on- and off-site environmental representative(s) and alternates who shall be familiar with EMP, legal and other requirements. The Referenc e to laws/ guideline Location indicators (MI)/ Performance Target (PT) and approach roads. MI Nomination of environmental persons. PT Methods Site inspection and discussion with contractor s staff Mitigation Costs Included in Contractors manpower costs Institutional Responsibility Implementation Supervision Contractor PMAE, BSRDCL
281 Annex 6 Environmental Issue/ Component 1.4 Contractors training and awareness raising programs Avoidance/Mitigation/ Compensation Measures Contractor appointed environmental representative shall ensure that the environmental requirements set in this document are adequate, relevant and understood by the contractor s management team and supervisors for effective communication to workgroups. He/she will be responsible for implementation and monitoring compliance with, the contractor Environmental Management Plan (EMP). All personnel working for or on behalf of the Contractor shall receive a Project site induction delivered by the Company Representative, including an environmental induction, prior to commencing work on site. The Contractor must organize a Construction Risk Assessment Workshop (CRAW), detailing how specific environmental risks associated with their Scope of Work will be managed, legal compliance, inspection and audits, and progress tracking and reporting. At the completion of the CRAW, the contractor will Referenc e to laws/ guideline Location indicators (MI)/ Performance Target (PT) Environment persons are present on all active construction sites always MI: Records of topics, records of attendance and presenter s name PT:CRAW, site induction and at least one health and safety training conducted before start of physical construction works Methods Review CRAW report, attendance sheets, certificate for all ground breaking activity Mitigation Costs Institutional Responsibility Implementation Supervision
Annex 6 282 Environmental Issue/ Component Avoidance/Mitigation/ Compensation Measures incorporate any additional environmental controls / management requirements identified into the EMP. Referenc e to laws/ guideline Location indicators (MI)/ Performance Target (PT) Methods Mitigation Costs Institutional Responsibility Implementation Supervision All personnel shall be required to undergo a Project site induction that includes the environmental requirements of the Project. Contractor site management, supervisors and all environmental persons including the BSRDC Environment and Resettlement Officers and other nominated environmental representative shall undergo a Health and Safety (Leaders) Awareness Course, which details general environmental awareness and specific performance requirements expected on site. 1.5 Preparation of sub-plans All workers shall be trained on spill response. The contractor shall maintain spill response kits in all worksites. Before the start of physical works on site and establishment of camps, the following sub-plans will be submitted by the contractor to the PMAE for MI: All required subplans are ready and available in the campsite Review of subplans Part of contractor s costs Contractor PMAE, BSRDCL
283 Annex 6 Environmental Issue/ Component 2.1 Design of approach road. Design type (high embankment or viaduct type or others) can create problems of soil erosion, poor Avoidance/Mitigation/ Compensation Measures approval: 1) Camp layout and management plan 2) Borrow area management plan (see Annex 9 for guidance) 3) Traffic management plan 4) Hauling route management plan for transporting construction materials from borrow areas and quarries 5) Occupational Health and safety plan 6) Emergency management plan (see Annex 10 for guidance) 7) Waste disposal and management plan (see Annex 11 for guidance) 8) Construction material storage and handling plan (see Annex 17 for guidance) 9) Tree plantation plan A viaduct type of design with elevated road supported by piers is recommended over a solid embankment type design to avoid and minimize problems of soil erosion, dust, road safety, Referenc e to laws/ guideline Design requirement Location indicators (MI)/ Performance Target (PT) PT: All subplans are approved by PMAE and BSRDCL before the start of the respective activity (Example: Camp layout plan is approved before establishment of camp) 2. Design and Planning of Approach roads Approach MI: Final design roads on the that will be northern adopted along and with southern justifications side of main and rationale bridge behind selecting the respective Methods Review of existing preliminary design, conduction of field assessment s and Mitigation Costs To be included in EPC contractor s costs Institutional Responsibility Implementation Supervision Contractor BSRDCL and PMAE
Annex 6 284 Environmental Issue/ Component drainage, worsen flooding, road safety issues, negatively affect nearby agricultural fields and create a barrier for people and domestic animals and wildlife. 2.2 Land acquisition and livelihood loss to affected persons Avoidance/Mitigation/ Compensation Measures drainage, creating barrier for agricultural activities, people, domestic animals and wildlife. The road ROW must be designed to meet the minimum standard requirements and avoid unnecessary acquisition of land. Appropriate compensation or lost land will be paid in accordance with the Land Act of the GOI and the ADB SPS as provided in the Resettlement Plan Referenc e to laws/ guideline The Right to Fair Compensation and Transparency in Land Acquisition, Rehabilitation and Resettlement Act, 2013.and ADB s involuntary resettlement policy. Contract Clause for preference to local people during employment. Location Approach road location in Kachhi Dargah village (southern side) and Bidupur village (northern side) indicators (MI)/ Performance Target (PT) design PT: Final design will include provisions for mitigating issues of soil erosion, drainage, road safety and minimizing barrier effect for agricultural activities, people, domestic animals and wildlife MI: Payment of compensation and assistance to DPs as per RP Number of complaints/gri evances related to compensation and resettlement PT: Minimal number of complaints/gri evances. All cases of resettlement and Methods preparation of detailed design Check LA records; design drawings vs land plans; Interview with affected persons Check status of employme nt given to local people during constructio n Mitigation Costs Included under project budget for resettlemen t Institutional Responsibility Implementation Supervision BSRDCL and Resettlement NGO BSRDCL, PMAE
285 Annex 6 Environmental Issue/ Component Avoidance/Mitigation/ Compensation Measures 3. Design and planning of the main bridge 3.1 Land acquisition The access routes and livelihood loss connecting the road in the to affected persons diara to the main bridge in diara must be designed to meet the minimum standard requirements and avoid unnecessary acquisition of land. 3.2 Impacts on wildlife Gangetic Dolphin, Gangetic Appropriate compensation or lost land will be paid in accordance with the Land Act of the GOI and the ADB SPS as provided in the Resettlement Plan The bridge design must consider having none or minimal impacts on the Referenc e to laws/ guideline The Right to Fair Compensatio n and Transparency in Land Acquisition, Rehabilitation and Resettlement Act, 2013. and ADB s Involuntary Resettlement policy. Location Raghopur diara Bridge alignment in the Ganga indicators (MI)/ Performance Target (PT) rehabilitation if any are resolved at GRC level. No case referred to arbitrator or court. MI: Payment of compensation and assistance to DPs as per RP Number of complaints/grie vances related to compensation and resettlement PT: Minimal number of complaints/grie vances. All cases of resettlement and rehabilitation if any are resolved at GRC level. No case referred to arbitrator or court. MI: Final design of the bridge. Methods Check LA records; design drawings vs land plans; Interview with affected persons Check status of employment given to local people during construction Review of: design of the bridge Mitigation Costs Included under project budget for resettlement To be included in the EPC Institutional Responsibility Implementation Supervision BSRDCL and implementing NGO Contractor BSRDCL, PMAE PMAE, BSRDCL,
Annex 6 286 Environmental Issue/ Component turtle, gharial and other mammals, migratory birds, fishes, reptiles and benthic organisms Avoidance/Mitigation/ Compensation Measures local biodiversity. Location and spacing of bridge piers must be designed in a manner to avoid key habitat areas such as breeding and feeding grounds, migration routes etc. of key biodiversity species found in the project area such as dolphins, migratory birds, reptiles and others. The schedule or time of construction of the piers and main bridge must avoid to the extent possible key seasonal wildlife activities such as migration and breeding of the Gangetic dolphin, Gangetic turtle, gharial, and migratory birds, reptiles and mammals. Decisions on method of construction and type of technology and equipment to be used must consider the noise and vibration levels and extent of siltation being generated. Noise and vibration levels must be far below levels that can cause injury to dolphins and other wildlife. Construction of piers must include measures to Referenc e to laws/ guideline Location river and Raghopur diara indicators (MI)/ Performance Target (PT) Number of bridge piers falling inside key habitat sites. Schedule of construction activities. Construction method and type of equipment that will be used. Management plan for wildlife sighting. PT: None of the piers should be in key habitat areas. There will be minimal or no overlaps in timing of construction and key seasonal wildlife activities. Noise and vibration levels generated by construction method/equip ment will be far below levels that can cause injury to dolphins and Methods substructure and superstructu re; construction method planned and list of equipment to be used; wildlife sighting plan Mitigation Costs contractor s costs Institutional Responsibility Implementation Supervision External Monitor Ecology
287 Annex 6 Environmental Issue/ Component Avoidance/Mitigation/ Compensation Measures contain the siltation to a minimum area within the river as excess siltation can hamper wildlife activities. Appropriate protocols and procedures must be prepared for sighting of dolphins and other endangered wildlife species (migratory birds, reptiles etc.) in the construction zone. The objective of the protocols and procedures must be aimed at having no or minimal impacts on the respective wildlife species. Referenc e to laws/ guideline Location indicators (MI)/ Performance Target (PT) other endangered species. There will be a clear and comprehensive management plan for wildlife sighting. Methods Mitigation Costs Institutional Responsibility Implementation Supervision 4.1 The new bridge and access roads may become a new safety hazard and accident zone if adequate safety features are not included in the design The design must provide proper, safe and easy access for the local people, vehicles and cattle to move from one side of the access roads to another. It must also have safe pedestrian paths on the bridge. Appropriate signages and speed control measures must be provided on the bridge and access roads in accordance with relevant IRC requirements as provided in the next column IRC SP:44-1996: Highways Safety Code IRC SP: 88-2010: Manual on Road Safety Audit IRC SP: 30-1968: Standard Letters and Numerals of Different Heights for Use on Highways 4. Design of Road Safety Features Main bridge, access roads and junctions with NH30 and NH103 MI: Presence of road safety features in the design of the main bridge and access roads. Easy and safe access facilities provided for local people living on either side of the approach roads Review of road safety features and access routes for local traffic and pedestrians in project design Part of contractor s costs Contractor PMAE and BSRDCL
Annex 6 288 Environmental Issue/ Component Avoidance/Mitigation/ Compensation Measures Referenc e to laws/ guideline IRC SP: 35-1997: Road Markings IRC SP: 103-1988: Guidelines for Pedestrian Facilities IRC SP: 67-2001: Code of Practice for Road Signs Location indicators (MI)/ Performance Target (PT) PT: Road safety features included to minimize interactions between the new bridge traffic and local traffic and pedestrians Methods Mitigation Costs Institutional Responsibility Implementation Supervision 5. Construction camps and yards several construction camps and yards will need to be established under the project for housing the contractor s staff and workers; storage of construction material and equipment, having equipment repair and maintenance and o ther purposes. 5.1 The location and sanitation and waste management of the construction camps and yards may result in problems of noise, dust, air pollution, erosion, siltation and pollution of water bodies nearby Camps must be located at least 500m away from settlement areas and water bodies. There should be no construction camp in designated no-go zones as stated in the EIA, chapter V, section E, para 339 (ie. western end of Raghopur diara, river banks/edges) to avoid impacts on migratory birds, reptiles and other wildlife species. A camp layout plan must be prepared and submitted to the PMAE for their review and approval before starting Design Requirement The Water (Prevention and Control of Pollution) Act,1974an d its amendment s thereof The Building and Other Construction workers (Regulation of Employment and Conditions of service) Construction camp and yard locations in the northern and southern side of the main bridge MI: Distance of the camps and yards from settlements and water bodies. PT: The distance should be a minimum of 500m. No construction camp in nogo zones Review of constructi on camp layout plan To be included in the EPC contractor s costs Contractor PMAE, BSRDCL
289 Annex 6 Environmental Issue/ Component Avoidance/Mitigation/ Compensation Measures establishment of the camp sites. Contractors shall clearly delineate the boundary of their lay down areas onsite and install sufficient contractor signage to indicate responsibility for such areas. Referenc e to laws/ guideline Act 1996 Location indicators (MI)/ Performance Target (PT) Methods Mitigation Costs Institutional Responsibility Implementation Supervision 5.2 Livelihood impacts on local people due to need for acquiring or leasing land The construction camps and yards must be sited and planned in a manner to meet minimum requirements and avoid unnecessary acquisition or leasing of land. Budget for appropriate compensation or rental will be set aside to meet requirements of relevant acts and regulations of the GOI and the ADB SPS as provided in the Resettlement Plan. Proper lease agreements with clear terms and conditions must be signed between the contractor and respective land owners. The Right to Fair Compensation and Transparency in Land Acquisition, Rehabilitation and Resettlement Act, 2013. and ADB s involuntary resettlement policy.. Selected areas for establishing construction camps and yards in the northern and southern side of the main bridge MI: Budget amount set aside for payment of compensation and assistance or lease rent Total area of camps and yards. Lease agreement. Number of complaints/grie vances related to compensation and resettlement or leasing of land Check LA records, land plans versus camp layout plan; Interview with affected persons For land acquisition: Included under project budget for resettlement For land leasing: Must be included in the EPC contractor s costs BSRDCL and resettlement NGO for land acquisition Contractor for land leasing BSRDCL, PMAE PT: Minimal number of complaints/grie vances. All cases of resettlement
Annex 6 290 Environmental Issue/ Component Avoidance/Mitigation/ Compensation Measures Referenc e to laws/ guideline Location indicators (MI)/ Performance Target (PT) Methods Mitigation Costs Institutional Responsibility Implementation Supervision and rehabilitation and leasing of land if any are resolved at GRC level. No case referred to arbitrator or court. 6. Managing hydrology, sedimentation and erosion risks protection works will be required in the north and south channel and the diara area in order to ensure the stability of the bridge foundation and piers 6.1 Impacts on the hydrology, sedimentation and erosion patterns of the river 7. Climate Change Risks 7.1 Future climate changes may cause Soil stabilization works on the edges of the two north and south channels and in the diara must consider changes in hydrological flow, current and behavior of the river and must be done in a manner to avoid new problems such as changes in the course of the river, changes in erosion patterns and inundation pattern of the diara etc. Therefore, the contractor must conduct further hydrological studies on expected hydrological patterns of the river and accordingly design the bridge foundation, piers and stabilization works particularly. See para 257 263 of the EIA report. Recommendations of the climate risk assessment Bridge pier foundation in and piers in the river Raghopur diara Bridge and approach MI: Expected changes in hydrological behavior of river PT: Design of bridge foundation and piers should be able to accommodate future changes in hydrological behavior of river. The design should also have least impact on changing hydrological, sedimentation and erosion patterns of the river MI: climate risks Review of additional hydrological studies, design of soil stabilization works, and design of bridge foundation Review of bridge and To be included in the EPC contractor s costs To be included in Contractor Contractor PMAE, BSRDCL PMAE, BSRDCL
291 Annex 6 Environmental Issue/ Component damage to the bridge and approach roads Avoidance/Mitigation/ Compensation Measures section of the Environmental Impact Assessment report must be incorporated in the design of the bridge and approach roads. Further climate change studies maybe carried out as necessary 8. Biodiversity Conservation Plan 8.1 The local biodiversity including the endangered Gangetic dolphin, Gharial, Gangetic turtle and other migratory birds, reptiles and mammals will be affected by the project 9. Cutting of trees 9.1 Need for cutting of trees. The draft biodiversity conservation plan (BCP) given in the EIA report (see Chapter V, section E) must be revised and made elaborated. The BCP must help to enhance the local biodiversity and protect the endangered species on a long term sustainable basis to result in in no net loss of biodiversity in the project area due to the project. Geometric adjustments made to minimize tree cutting. Obtain tree cutting permission from forest department Provision for mandatory compensatory afforestation (1:2) for deposit of payment to Referenc e to laws/ guideline Forest Conservatio n Act, 1980 Location roads location Project influence area Throughout the project area Total number of affected trees=709 Plantation sites along approach indicators (MI)/ Performance Target (PT) considered in bridge and road design PT: Recommenda tion of EIA incorporate and additional studies carried out as necessary MI: BCP PT: Comprehensi ve and clear BCP with activities targeted at conserving endangered species in the project area. MI: Budget amount allocated for compensatory afforestation and additional plantation PT: Budget allocation is adequate, Methods access roads design Review of the BCD Check budget provision for compensat ory afforestatio n and additional plantation. Mitigation Costs EPC contractor s costs To be included under project costs for Biodiversity NGO and external monitoring agencies. To be covered by contractor Institutional Responsibility Implementation Supervision External Monitor for Environment Safeguards or Biodiversity NGO Tree cutting maybe done by contractor under technical guidance of the local Forestry Department PMAE, BSRDCL, External Monitor Ecology, Local Biodiversi ty Experts PMAE, BSRDCL, Local Biodiversi ty Experts
Annex 6 292 Environmental Issue/ Component 10. Shifting of Utilities 10.1 Disruption of utility services to local community 11. Air Quality 11.1 Dust Generation due to construction activities and transport, storage and handling of construction materials Avoidance/Mitigation/ Compensation Measures Forestry Department Provision for additional compensatory plantation on 1: 8 basis to be implemented by contractor All telephone and electrical poles/wires and underground cables should be shifted before start of construction Necessary permission and payments should be made to relevant utility service agencies to allow quick shifting and restoration of utility services Local people must be informed through appropriate means about the time of shifting of utility structures and potential disruption of services if any Transport, loading and unloading of loose and fine materials through covered vehicles. Paved approach roads. Storage areas to be located downwind of Referenc e to laws/ guideline Project requirement MORTH Specification s for Road and Bridge works Air (P and CP) Act Location roads and other areas Along the approach roads on the northern and southern side of the bridge location indicators (MI)/ Performance Target (PT) MI: Number of complaints from local people, number, timing and type of notifications issued to local people, time taken to shift utilities PT: No. of complaints should be 0. Effective and timely notification. Minimal time for utility shifting B. CONSTRUCTION STAGE Crushing plant sites, approach road areas, borrow material storage MI: PM10 level measurements Complaints from locals due to dust PT: PM10 Methods Interaction with concerned utility authorities and local public Standards CPCB methods Observatio ns Public consultatio Mitigation Costs Project costs for utility shifting Included in civil works cost Institutional Responsibility Implementation Supervision Contractor in collaboration with BSRDCL Contractor PMAE, BSRDC L PMAE, BSRDCL
293 Annex 6 Environmental Issue/ Component 11.2 Emission of air pollutants (PM10, PM2.5, HC,SO2,NOX,CO, etc) from vehicles due to traffic congestion and use of equipment and machinery Avoidance/Mitigation/ Compensation Measures the habitation area. Water spraying on earthworks, unpaved haulage roads and other dust prone areas. Provision of PPEs to workers. Storage of construction materials to be carried out in accordance with the construction material storage and handling plan Storage areas should be at least 500m from communities Regular maintenance of machinery and equipment. Batching, asphalt mixing plants and crushers at downwind (1km) direction from the nearest settlement. Only crushers licensed by the PCB shall be used DG sets with stacks of adequate height and use of low sulphur diesel as fuel. LPG should be used as fuel source in construction camps instead of wood Ambient air quality monitoring Contractor to prepare traffic management and dust suppression plan Referenc e to laws/ guideline 1974 and Central Motor and Vehicle Act 1988 The Air (Prevention and Control of Pollution) Act, 1981 (Amended 1987) and Rules 1982 Location areas Asphalt mixing plants, crushers, DG sets locations indicators (MI)/ Performance Target (PT) level<50 ug/m 3 Number of complaints should be 0. MI: Levels of HC, SO2, NO2, and CO. Status of PUC certificates PT: SO2 and NO2 levels are both less than 80ug/m 3. PUC certificate of equipment and machinery is up to date Methods n Review of monitoring data maintained by contractor Standards CPCB methods Review of monitoring data maintained by contractor Mitigation Costs Included in civil works cost Institutional Responsibility Implementation Supervision Contractor PMAE, BSRDCL
Annex 6 294 Environmental Issue/ Component 12. Noise 12.1 Disturbance to local residents and sensitive receptors due to excessive noise from construction activities and operation of equipment and machinery Avoidance/Mitigation/ Compensation Measures All equipment to be timely serviced and properly maintained. Construction equipment and machinery to be fitted with silencers and maintained properly. Only IS approved equipment shall be used for construction activities. Timing of noisy construction activities shall be done during night time and weekends near schools, Implement noisy operations intermittently to reduce the total noise generated Manage existing traffic to avoid traffic jams and accumulation of noise beyond standards. Restrict construction near residential, built up and forest areas construction to daylight hours. Initiation of multilayered plantation, to serve as mitigation option for operation Referenc e to laws/ guideline Legal requirement Noise Pollution (Regulation and Control) Rules, 2000 and amendment s thereof + Clause No 501.8.6. MORT&H Specificatio ns for Road and Bridge works Location Throughout project area especially at construction sites, residential and identified sensitive locations. indicators (MI)/ Performance Target (PT) MI: day and night Noise levels. Number of complaints from local people PT: Zero complaints or no repeated complaints by local people. Average day and night time noise levels are within permissible limits for work zone areas Methods As per Noise rule, 2000 Consultatio n with local people Review of noise level monitoring data maintained by contractor Observatio n of constructio n site Mitigation Costs Included in civil works costs Institutional Responsibility Implementation Supervision Contractor PMAE, BSRDCL
295 Annex 6 Environmental Issue/ Component 13. Landuse and Soil 13.1 Landuse Change and Loss of productive/topsoil 13.2 Soil erosion due to Construction activities, earthwork, and cut and fill, stockpiles etc. Avoidance/Mitigation/ Compensation Measures phase Honking restrictions near sensitive areas PPEs to workers Noise monitoring as per EMoP. Noise barrier for sensitive locations Non-agricultural areas to be used as borrow areas to the extent possible. If using agricultural land, top soil to be preserved and laid over either on the embankment slope for growing vegetation to protect soil erosion. Land for temporary facilities like construction camp, storage areas etc. shall be brought back to its original land use No waste dumping should take place in borrow areas Bio-turfing of embankments to protect slopes. Slope protection by providing frames, dry stone pitching, masonry retaining walls, planting of grass and trees. Side slopes of all cut Referenc e to laws/ guideline Project requirement IRC: 56-1974 recommend ed practice for treatment of embankme nt slopes for erosion control Location Approach roads and construction camps and yards Throughout the entire project road indicators (MI)/ Performance Target (PT) MI: Borrow pit locations Top soil storage area PT: Zero complaints or disputes registered against contractor by land owner MI: Occurrence of slope failure or erosion issues PT: No slope failures. Minimal erosion issues Methods Review borrow area plan, site visits Review of design documents and site observation Mitigation Costs Included in civil works cost Included in civil works cost Institutional Responsibility Implementation Supervision Contractor Design consultant and Contractor, PMAE, BSRDCL PMAE, BSRDCL
Annex 6 296 Environmental Issue/ Component 13.3 Borrow area management Avoidance/Mitigation/ Compensation Measures and fill areas will be graded and covered with stone pitching, grass and shrub as per design specifications. Care should be taken that the slope gradient shall not be greater than 2:1. The earth stock piles to be provided with gentle slopes to soil erosion. Obtain EC from SEIAA before opening any new borrow area. Comply to EC conditions Non-productive, barren lands, upland shall be used for borrowing earth with the necessary permissions/consents. Depths of borrow pits to be regulated and sides not steeper than 25%. Topsoil to be stockpiled and protected for use at the rehabilitation stage. Transportation of earth materials through covered vehicles. Follow IRC recommended Referenc e to laws/ guideline Clause No. 306 and 305.2.2 MORT&H Specificatio ns for Road and Bridge works Guidelines IX for Soil erosion IRC Guidelines on borrow areas and for quarries (Environme ntal protection Act and Rules,1986; Water Act, Air Act)+ Clause 305.2.2MO RTH Specificatio ns for Road and Bridge works Guidelines for Borrow Areas manageme nt Location Borrow sites location indicators (MI)/ Performance Target (PT) MI: Existence of borrow areas in inappropriate unauthorized locations. Poor borrow area management practices. Number of accidents. Complaints from local people. PT: No case of noncompliance to conditions stipulated by SEIAA in clearance letter. Zero accidents. Zero Methods Review of design document s and site observatio ns Compare site conditions with EC conditions by SEIAA Mitigation Costs Included in civil works cost Institutional Responsibility Implementation Supervision Contractor PMAE, BSRDCL
297 Annex 6 Environmental Issue/ Component 13.4 Quarry Operations Avoidance/Mitigation/ Compensation Measures practice for borrow pits (IRC 10: 1961) for identification of location, its operation and rehabilitation Borrow areas not to be dug continuously. To the extent borrow areas shall be sited away from settlements. Borrow areas shall be leveled with salvaged material or other filling materials which do not pose contamination of soil. Else, it shall be converted into fish pond. Aggregates will be sourced from existing licensed quarries. Copies of consent/ approval / rehabilitation plan for a new quarry or use of existing source will be submitted to BSRDCL. The contractor will develop a Quarry Redevelopment plan, as per the Mining Rules of the state and submit a copy of the approval to EA. Obtain environmental clearance from SEIAA in case of opening Referenc e to laws/ guideline Clause No.111.3M ORT&H Specificati ons for Road and Bridge works Guidelines VI for Quarry Areas Managem ent Environme ntal Protection Rules Location Quarry area locations indicators (MI)/ Performance Target (PT) complaints. MI: Existence of licenses for all quarry areas from which materials are being sourced Existence of a quarry redevelopme nt plan PT: Quarry license is valid.: No case of noncompliance to consent Methods Review of design document s, contractor document s and site observatio n Complian ce to EC conditions in case of opening new quarries Mitigation Costs Included in civil works cost Institutional Responsibility Implementation Supervision Contractor BSRDCL
Annex 6 298 Environmental Issue/ Component 13.5 Compaction of soil and impact on quarry haul roads due to movement of vehicles and equipment 13.6 Contamination of soil due to leakage/ spillage of Avoidance/Mitigation/ Compensation Measures new quarry Construction vehicles, machinery, and equipment to be stationed in the designated ROW to avoid compaction. Approach roads/haulage roads shall be designed along the barren and hard soil area to reduce the compaction. Transportation of quarry material to the dumping site through heavy vehicles shall be done through existing major roads to the extent possible to restrict wear and tear to the village/minor roads. Land taken for construction camp and other temporary facility shall be restored to its original conditions Construction vehicles and equipment will be maintained and Referenc e to laws/ guideline Design requireme nt Design requirement Location Parking areas, Haulage roads and constructio n yards. Fueling station, construction indicators (MI)/ Performance Target (PT) /permit conditions and air quality meets the prescribed limit MI: Location of approach and haulage roads Presence of destroyed/ compacted agricultural land or land which has not be restored to its original condition PT: Zero occurrence of destroyed/co mpacted land and undestroyed land MI: Quality of soil near storage area Methods Site observatio n Site observation Mitigation Costs Included in civil works cost Included in civil work Institutional Responsibility Implementation Supervision Contractor Contractor BSRDCL PMAE, BSRDCL
299 Annex 6 Environmental Issue/ Component oil, bituminous and non-bituminous debris generated from demolition and road construction Avoidance/Mitigation/ Compensation Measures refueled in such a fashion that oil/diesel spillage does not contaminate the soil. Fuel storage and refueling sites to be kept away from drainage channels. Unusable debris shall be dumped in ditches and low lying areas. To avoid soil contamination Oil- Interceptors shall be provided at wash down and refueling areas. Waste oil and oil soaked cotton/ cloth shall be stored in containers labeled Waste Oil and Hazardous sold off to MOEFCC/SPCB authorized vendors Non-bituminous wastes to be dumped in borrow pits with the concurrence of landowner and covered with a layer of topsoil conserved from opening the pit. Bituminous wastes will be disposed off in an identified dumping site approved by the State Pollution Control Referenc e to laws/ guideline Location sites, and construction camps and disposal location. indicators (MI)/ Performance Target (PT) Presence of spilled oil or bitumen in project area PT: Soil test conforming to no contaminatio n. No sighting of spilled oil or bitumen in construction site or camp site Methods Mitigation Costs cost. Institutional Responsibility Implementation Supervision
Annex 6 300 Environmental Issue/ Component 14. Water Resources 14.1 Sourcing of water during Construction Avoidance/Mitigation/ Compensation Measures Board Requisite permission shall be obtained for abstraction of groundwater from Central Groundwater Authority. Arrangements shall be made by contractor that the water availability and supply to nearby communities remain unaffected. Water intensive activities not to be undertaken during summer season. Provision of water harvesting structure to augment groundwater condition in the area Construction activities should maintain a distance of at least 100m from existing wells. If any existing wells are affected (contaminated or destroyed) by the project construction, alternate arrangements will be made to restore the water quality or well or supply water from another well. Referenc e to laws/ guideline Central Ground Water Authority Guidelines Location Throughout the Project section Check Dam at suitable locations indicators (MI)/ Performance Target (PT) MI: Approval from competent authority Complaints from local people on water availability PT: Valid approval from competent authority. Zero complaints from local people. Methods Checking of document ation Talk to local people Mitigation Costs Included in civil works cost Institutional Responsibility Implementation Supervision Contractor 14.2 Disposal of Provisions shall be ClauseNo. Throughou MI: Condition Standards Included Contractor PMAE, PMAE, BSRDC L
301 Annex 6 Environmental Issue/ Component water during construction Avoidance/Mitigation/ Compensation Measures made to connect roadside drains with existing nearby natural drains. Referenc e to laws/ guideline 1010EPAct 1986 MORT&H Specificati ons for Road and Bridge works Location t the Project section indicators (MI)/ Performance Target (PT) of drainage system in construction site. Presence/abs ence of water logging in project area. Methods methods Site observatio n and review of document s Mitigation Costs in civil works cost Institutional Responsibility Implementation Supervision BSRDCL 14.3 Alteration in surface water hydrology Existing drainage system to be maintained and further enhanced. Provision shall be made for adequate size and number of cross drainage structures esp. in the areas where land is sloping towards road alignment. Road level shall be raised above HFL level wherever road level is lesser than HFL. Culverts reconstruction shall be done during lean flow period. In some cases, these minor channels may be Design requireme nt, Clause No 501.8.6. MORT&H Specificati ons for Road and Bridge Near all drainage channels, river/nallah crossings etc. PT: Existence of proper drainage system. No water logging in project area MI: Proper flow of water in existing streams and rivers PT: No complain of water shortage by downstream communities. No record of overtopping/ water logging Review of design document s Site observatio n Included in civil works cost Contractor PMAE, BSRDC L
Annex 6 302 Environmental Issue/ Component 14.4 Siltation in water bodies due to construction activities/earthwork 14.5 Deterioration in Surface water quality due to leakage from vehicles and equipment and Avoidance/Mitigation/ Compensation Measures diverted for a very short period (15-30 days) and will be bring back to its original course immediately after construction. Embankment slopes to be modified suitably to restrict the soil debris entering water bodies. Provision of Silt fencing shall be made at water bodies. Silt/sediment should be collected and stockpiled for possible reuse as surfacing of slopes where they have to be revegetated. Earthworks and stone works to be prevented from impeding natural flow of rivers, streams and water canals or existing drainage system. Retaining walls at water bodies /ponds to avoid siltation near ponds No vehicles or equipment should be parked or refueled near water-bodies, so as to avoid contamination from Referenc e to laws/ guideline Design requiremen t, Clause No 501.8.6. MORT& H Specific ations for Road and Bridge works Worldwid e best practices The Water (Preventio n and Control of Pollution) Act, 1974 Location Near all water bodies/ waterway Waterbodi es, refueling stations, constructio n camps. indicators (MI)/ Performance Target (PT) MI: Presence/abs ence of siltation in rivers, streams, ponds and other water bodies in project area. Turbidity test levels PT: No records of siltation due to project activities. Surface water quality tests confirm to turbidity and TSS limit MI: Water quality of ponds, streams, rivers and other water bodies in Methods Field observatio n Conductio n of water quality tests as per the monitoring Mitigation Costs Included in civil works cost Included in civil works cost Institutional Responsibility Implementation Supervision Contractor Contractor PMAE, BSRDC L PMAE, BSRDC L
303 Annex 6 Environmental Issue/ Component Avoidance/Mitigation/ Compensation Measures Referenc e to laws/ guideline Location indicators (MI)/ Performance Target (PT) project Methods Mitigation Costs Institutional Responsibility Implementation Supervision waste from fuel and lubricants. and plan construction Oil and grease traps amendmen camps. and fueling platforms to be provided at refueling locations. All chemicals and oil shall be stored away from water and concreted platform with catchment pit for spills collection. ts thereof. Presence of oil floating in water bodies in project area PT: Surface water quality meets freshwater Field observatio n All equipment quality operators, drivers, standards and warehouse prescribed by personnel will be CPCB trained in immediate response for spill containment and eventual clean-up. Readily available, simple to understand and preferably written in the local language emergency response procedure, including reporting, will be provided by the contractors Construction camp to be sited away from water bodies. Wastes must be collected, stored and taken to approve disposal site only. Water quality shall be monitored 15. Flora and Fauna 15.1 Vegetation loss Restrict tree cutting Forest Throughout MI: ROW Review of Mandator Mandatory PMAE,
Annex 6 304 Environmental Issue/ Component due to site preparation and construction activities and Avoidance/Mitigation/ Compensation Measures up to toe line considering safety to road users. Roadside trees to be removed with prior approval of competent authority. Mandatory compensatory plantation at 1:2 basis to be done by Forestry Department Additional compensatory plantation 1:8 as per the IRC guidelines to be carried out by contractor in partnership with respective village JFM Committee. Local villagers to be employed for afforestation activities. Employment preference to be given to women Regular maintenance of all trees planted. Provision of LPG in construction camp as fuel source to avoid tree cutting. Plantation of trees on both sides of the road where technically feasible. Integrate vegetation management (IVM) Referenc e to laws/ guideline Conservation Act 1980 + IRCSP:21an d IRCSP:66 Location project corridor Estimated No. of affected tree=2457 Additional Plantation near Sensitive receptors, river banks, borrow areas indicators (MI)/ Performance Target (PT) width Number of trees for felling Compensator y plantation plan Number of trees replanted. PT: Additional compensatory afforestation done on a 1:2 basis by contractor through JFM. Number of trees planted is double the number of trees removed. Tree survival rate is at least 70%. Methods relevant document s tree cutting permit, compensa tory plantation plan. Meeting with JFM Committe e members Field observatio ns Mitigation Costs y Compens atory afforestati on cost is included in project costs under BSRDCL. Additional compens atory afforestati on costs included in civil works costs Institutional Responsibility Implementation Supervision Compensatory plantation by forest Department and Additional plantation by contractor in partnership with respective local JFM Committee BSRDC L
305 Annex 6 Environmental Issue/ Component Avoidance/Mitigation/ Compensation Measures with the carriage way completely clear of vegetation. Additional plantation near sensitive receptors, river banks to minimize noise & air pollution, and to check erosion. Controlled use of pesticides/ fertilizers 16. Construction Camps and yards 16.1 Impact associated with location All camps should be 16.2 Worker s Health in construction camp established with prior permission from PCB. Camps to maintain minimum distance from following: # 500 m from habitation # 500 m from forest areas where possible # 500 m from water bodies where possible # 500 m from through traffic route The location, layout and basic facility provision of each labor camp will be submitted for approval by the PMAE and BSRDCL. The contractor will maintain necessary living accommodation and ancillary facilities in Referenc e to laws/ guideline Design Requirement The Water (Prevention and Control of Pollution)Act,1 974and its amendments thereof The Building and Other Construction workers (Regulation of Employment and Conditions of service) Act Location All construction camps All construction camps indicators (MI)/ Performance Target (PT) MI: Location of campsites and distance from habitation, forest areas, water bodies, through traffic route and construction camps PT: Distance of campsite is less than 500m from listed locations MI: Camp health records Existence of proper first aid kit in camp site Complaints Methods On site observation Interaction with workers and local community Camp records Site observatio n Consultati on with contractor Mitigation Costs Included in civil works cost Part of the civil works costs Institutional Responsibility Implementation Supervision Contractor and EO Contractor PMAE, BSRDCL PMAE, BSRDCL
Annex 6 306 Environmental Issue/ Component Avoidance/Mitigation/ Compensation Measures functional and hygienic manner. Adequate water and sanitary latrines with septic tanks with soak pits shall be provided. Preventive medical care facilities in camp. Waste disposal facilities such as dust bins must be provided in the camps and regular disposal of waste must be carried out. The Contractor will take all precautions to protect the workers from insect and pest to reduce the risk to health. This includes the use of insecticides which should comply with local regulations. No alcoholic liquor or prohibited drugs will be imported to, sell, give and barter to the workers of host community. Awareness raising to immigrant workers/local community on communicable and sexually transmitted diseases. 17. Management of Construction Waste/Debris Unproductive/wastelan ds shall be selected 17.1 Selection of Dumping Sites Referenc e to laws/ guideline 1996 and The Water (Prevention and Control of Pollution) Act,1974 and amendments thereof Design Requireme Location At all Dumping indicators (MI)/ Performance Target (PT) from workers. PT: No record of illness due to unhygienic conditions or vectors. Zero cases of STD. Clean and tidy camp site conditions. MI: Location of dumping Methods workers and local people living nearby Field survey Mitigation Costs Included in civil Institutional Responsibility Implementation Supervision Contractor. PMAE, BSRDCL
307 Annex 6 Environmental Issue/ Component for solid waste including muck. Avoidance/Mitigation/ Compensation Measures for dumping sites away from residential areas and water bodies Dumping sites must be having adequate capacity equal to the amount of debris generated. Public perception and consent from the village Panchayats has to be obtained before finalizing the location. Develop waste management plan for various specific waste streams (e.g., reusable waste, flammable waste, construction debris, food waste etc.) prior to commencing of construction and submit to BBA for approval. Organize disposal of all wastes generated during construction in an environmentally acceptable manner. This will include consideration of the nature and location of disposal site, so as to cause less environmental impact. Minimize the production of waste materials by 3R (Reduce, Recycle and Referenc e to laws/ guideline nt and MORT&H guidelines Location Sites indicators (MI)/ Performance Target (PT) sites Number of public complaints. PT: No public complaints. Consent letters for all dumping sites available with contractor Methods and interaction with local people. Review of consent letter Mitigation Costs works cost. Institutional Responsibility Implementation Supervision
Annex 6 308 Environmental Issue/ Component Avoidance/Mitigation/ Compensation Measures Reuse) approach. Segregate and reuse or recycle all the wastes, wherever practical. Prohibit burning of solid waste Collect and transport non-hazardous wastes to all the approved disposal sites. Vehicles transporting solid waste shall be covered with tarps or nets to prevent spilling waste along the route Train and instruct all personnel in waste management practices and procedures as a component of the environmental induction process. Provide refuse containers at each worksite. Request suppliers to minimize packaging where practicable. Place a high emphasis on good housekeeping practices. Maintain all construction sites in a cleaner, tidy and safe condition and provide and maintain appropriate facilities as temporary storage of all wastes before transportation and final disposal. Referenc e to laws/ guideline Location indicators (MI)/ Performance Target (PT) Methods Mitigation Costs Institutional Responsibility Implementation Supervision
309 Annex 6 Environmental Issue/ Component 17.2 Reuse and disposal of construction and dismantled waste Avoidance/Mitigation/ Compensation Measures The existing bitumen surface shall be utilized for paving of cross roads, access roads, and paving works in construction sites and camps, temporary traffic diversions, and haulage routes. All excavated materials from roadway, shoulders, verges, drains, cross drainage will be used for backfilling embankments, filling pits, and landscaping. Unusable and nonbituminous debris materials should be suitably disposed off at pre-designated disposal locations, with approval of the concerned authority. The bituminous wastes shall be disposed in secure landfill sites only in environmentally accepted manner. For removal of debris, wastes and its disposal MOSRTH guidelines should be followed. Unusable and surplus materials, as determined by the Project Engineer, will be removed and Referenc e to laws/ guideline MORT&H guidelines Location Throughout the project corridor indicators (MI)/ Performance Target (PT) MI: Percentage of reuse of existing surface material Method and location of disposal site of construction debris PT: No public complaint and consent letters for all dumping sites available with contractor or PMAE Methods Contractor records Field observatio n Interaction with local people Contractor records Mitigation Costs Included in civil works cost. Institutional Responsibility Implementation Supervision Contractor. PMAE, BSRDCL
Annex 6 310 Environmental Issue/ Component Avoidance/Mitigation/ Compensation Measures disposed off-site. 18. Traffic Management and Safety 18.1 Management Temporary traffic of existing diversion shall be traffic and planned by the safety contractor and approved by the Engineer. The traffic control plans shall contain details of diversions; traffic safety arrangements during construction; safety measures for night time traffic and precautions for transportation of hazardous materials. Traffic control plans shall be prepared in line with requirements of IRC s SP 55 document. The Contractor will ensure that the diversion/detour is always maintained in running condition, particularly during the monsoon to avoid disruption to traffic flow. On stretches where it is not possible to pass the traffic on the part width of existing carriageway, temporary paved diversions will be constructed. Restriction of construction activity to Referenc e to laws/ guideline Design requirement and IRC: SP: 27-1984,Report Containing Recommenda tion of IRC Regional Workshops on Highway Safety IRC:SP: 32-1988 Road Safety for Children (5-12 Years Old) IRC:SP: 44-1994 Highway Safety Code IRC: SP: 55-2001Guidelin es for Safety in Construction Zones The Building and other Construction Workers Act 1996 and Cess Act of 1996 Location Throughout the project corridor especially at intersections. indicators (MI)/ Performance Target (PT) MI: Traffic management plan. Presence/ absence of safety signs, clear traffic demarcations, flag men etc. on site. Complaints from road users. Number of traffic accidents PT: No complaints. No accidents due to poor traffic management. Traffic signs, demarcation lines etc. present in appropriate locations on site Methods Review traffic managem ent plan Field observatio n of traffic managem ent and safety system Interaction with people in vehicles using the road Mitigation Costs Included in civil works cost. Institutional Responsibility Implementation Supervision Contractor PMAE, BSRDCL
311 Annex 6 Environmental Issue/ Component 18.2 Safety of Workers and accident risk from construction activities Avoidance/Mitigation/ Compensation Measures only one side of the existing road. The contractor shall inform local community of changes to traffic routes, and pedestrian access arrangements with assistance from Engineer. Use of adequate signages to ensure traffic management and safety. Conduct of regular safety audit on safety measures. Contractors to adopt and maintain safe working practices. Usage of fluorescent and retro refectory signage, in local language at the construction sites Training to workers on safety procedures and precautions. Mandatory appointment of safety officer. All regulations regarding safe scaffolding, ladders, working platforms, gangway, stairwells, excavations, trenches and safe means of entry and egress shall be complied with. Provision of PPEs to Referenc e to laws/ guideline Factories Act 1948 Same as above Location Construction sites indicators (MI)/ Performance Target (PT) MI: Availability of Safety gears to workers Safety signage Training records on safety Number of safety related accidents PT: Zero fatal accidents. Zero or minor non-fatal accidents. Methods Site observatio n Review records on safety training and accidents Interact with constructio n workers Mitigation Costs Included in civil works cost Institutional Responsibility Implementation Supervision Obligation of Contractor PMAE, BSRDCL
Annex 6 312 Environmental Issue/ Component 18.3 Pedestrian, animal movement Avoidance/Mitigation/ Compensation Measures workers. Provision of a readily available first aid unit including an adequate supply of dressing materials. Thecontractorwillnote mployanypersonbelow theageof18years Use of hazardous material should be minimized and/or restricted. Emergency plan (to be approved by engineer) shall be prepared to respond to any accidents or emergencies. Accident Prevention Officer must be appointed by the contractor. Temporary access and diversion, with proper drainage facilities. Access to the schools, temples and other public places must be maintained when construction takes place near them. Fencing wherever cattle movement is expected. Large number of box culverts with has been proposed..all structures having vertical clearance Referenc e to laws/ guideline Same above as Location Near habitation on both sides of schools, temples, hospitals, graveyards, construction sites, haulage roads, diversion sites. indicators (MI)/ Performance Target (PT) MI: Presence/ absence of access routes for pedestrians. Road signage Number of complaints from local people PT: Easy access to schools, temples and public places. Zero Methods Field observation Interaction with local people Mitigation Costs Included in civil works cost. Institutional Responsibility Implementation Supervision Contractor PMAE, BSRDCL
313 Annex 6 Environmental Issue/ Component 18.4 Accident risk to local community Avoidance/Mitigation/ Compensation Measures above 3m and not catering to perennial flow of water may serve as underpass for animals Restrict access to construction sites only to authorized personnel. Physical separation must be provided for movement of vehicular and human traffic. Adequate signage must be provided for safe traffic movement Provision of temporary diversions and awareness to locals before opening new construction fronts. Referenc e to laws/ guideline Same as above Location Construction sites indicators (MI)/ Performance Target (PT) complaints MI: Safety signs and their location Incidents of accidents Complaints from local people PT: Zero incident of accidents. Zero complaints. Methods Site inspection Consultati on with local people Mitigation Costs Included in civil works cost Institutional Responsibility Implementation Supervision Contractor PMAE, BSRDCL 19. Site restoration and rehabilitation 19.1 Clean-up Contractor will prepare Operations, site restoration plans, Restoration which will be approved and by the Engineer. Rehabilitation The clean-up and restoration operations are to be implemented by the contractor prior to demobilization. All construction zones including river-beds, culverts, road-side areas, camps, hot mix plant sites, crushers, Project requirement Throughout the project corridor, construction camp sites and borrow areas MI: Condition of camp sites, construction sites and borrow areas. Presence/abs ence of construction material/debri s after completion of construction works on construction Site observatio n Interaction with locals Issue completion certificate after restoration of all sites are found Included in civil works cost. Contractor PMAE, BSRDCL
Annex 6 314 Environmental Issue/ Component Avoidance/Mitigation/ Compensation Measures batching plant sites and any other area used/affected by the project will be left clean and tidy, to the satisfaction of the Environmental officer. All the opened borrow areas will be rehabilitated and Engineer will certify Referenc e to laws/ guideline Location indicators (MI)/ Performance Target (PT) site. PT: Clean and tidy sites. No trash or debris left on site. Site restored and leveled. Methods satisfactor y Mitigation Costs Institutional Responsibility Implementation Supervision 20. Biodiversity conservation 20.1 Implementation of biodiversity conservation plan (BCP) 21. Air Quality 21.1 Air pollution due to due to vehicular movement Roadside tree plantations and plantation near toll plaza shall be maintained. Regular maintenance of the road will be Project Requireme nt Environmen tal Protection Act, 1986; The Air (Prevention and Control C. OPERATION AND MAINTENANCE STAGE At identified locations in project influence area. Throughout the Corridor MI: reports on implementatio n of BCP PT: Semiannual monitoring reports on BCP implmentation prepared on a timely basis. BCP implementatio n is on track. MI: Ambient air quality (PM10, CO,SO2 NO2) PT: Levels Site Observatio n Review of BCP monitoring reports. Discussion with local People and local Forestry Departme nt and Biodiversit y Experts As per CPCB requireme nts Site Included in Operation / Maintena nce cost Included in Operation / Maintena nce cost BSRDCL field offices/ Forest Department Contractor for maintenance related work BSRDCL External Monitor for ambient air BSRDCL BSRDCL
315 Annex 6 Environmental Issue/ Component 22. Land and Soil 22.1 Soil erosion at embankment during heavy rainfall. Avoidance/Mitigation/ Compensation Measures done to ensure good surface condition Ambient air quality monitoring. If monitored parameters exceeds prescribed limit, suitable control measures must be taken. Signages shall be provided reminding them to properly maintain their vehicles to economize on fuel consumption. Enforcement of vehicle emission rules in coordination with transport department or installing emission checking equipment Greenhouse gas emissions will be estimated based on traffic volumes for at least 3 years during project operation Periodic checking to be carried to assess the effectiveness of the stabilization measures viz. turfing, stone pitching, river training structures etc. Necessary measures to be followed wherever there are failures Referenc e to laws/ guideline of Pollution) Act, 1981 Project requireme nt Location At bridge locations and embankme nt slopes and other probable soil erosion areas. indicators (MI)/ Performance Target (PT) are equal to or below baseline levels given in the EIA report MI: Existence of soil erosion sites Number of soil erosion sites PT: Zero or minimal occurrences of soil erosion Methods inspection On site observatio n Mitigation Costs Included in Operation / Maintena nce cost Institutional Responsibility Implementation Supervision quality monitoring and GHG estimation BSRDCL BSRDCL
Annex 6 316 Environmental Issue/ Component Avoidance/Mitigation/ Compensation Measures Referenc e to laws/ guideline 23. Water resources/flooding and Inundation 23.1 Siltation Regular checks shall Project be made for soil requirement erosion and turfing conditions of river training structures for its effective maintenance. 23.2 Water logging due to blockage of drains, culverts or streams Regular visual checks and cleaning of drains shallbedonealongtheali gnmenttoensurethatflo wofwaterismaintainedt hroughcrossdrainsand otherchannels/streams. of water borne diseases due to stagnant water bodies 24. Flora 24.1 Vegetation Planted trees, shrubs, and grasses to be properly maintained. The tree survival audit to be conducted at least once in a year to assess the effectiveness Project requirement Forest Conservati on Act 1980 Location Near surface Water bodies Near surface Water bodies Project tree plantation sites indicators (MI)/ Performance Target (PT) MI: Water quality PT: No turbidity of surface water bodies due to the road MI: Presence/ absence of water logging along the road PT: No record of overtopping/ Water logging MI: Tree/plants survival rate PT: Minimum rate of 70% tree survival Methods Site observatio n Site observatio n Records and field observations. Information from Forestry Department Mitigation Costs Include d in Operati on/ Mainten ance cost Include d in Operati on/main tenance cost Operatio n/ Maintena nce Cost Institutional Responsibility Implementation Supervision BSRDCL BSRDCL BSRDCL/ Forest Department BSRDCL BSRDCL BSRDCL 25. Maintenance of Right of Way and Safety 25.1 Accident Risk due to uncontrolled growth of vegetation Efforts shall be made to make shoulder completely clear of vegetation. Regular maintenance of plantation along the roadside Project requirement Throughout the Project route MI: Presence and extent of vegetation growth on either side of road. Number of accidents. Visual inspection Check accident records Include d in operatio n/maint enance cost BSRDCL BSRDCL
317 Annex 6 Environmental Issue/ Component 25.2 Accident risks associated with traffic movement. Avoidance/Mitigation/ Compensation Measures No invasive plantation near the road. All safety features provided in the main bridge and approach roads such as guide rails, speed bumps, sign boards, underpasses for pedestrians, cattle and vehicles etc. will be maintained and kept in good condition. Traffic control measures, including speed limits, will been forced strictly. Further encroachment of squatters within the ROW will be prevented. No school or hospital will be allowed to be established beyond the stipulated planning line as per relevant local law Monitor/ensurethatalls afetyprovisionsinclude dindesignandconstructi onphaseareproperlym aintained Highway patrol unit(s)for round the clock patrolling. Phone booth for accidental reporting and Referenc e to laws/ guideline IRC:SP:55 Location Throughout the Project route indicators (MI)/ Performance Target (PT) PT: No accidents due to vegetation growth MI: Number of accidents Conditions and existence of safety signs, rumble strips etc. on the road Presence/absen ce of sensitive receptor structures inside the stipulated planning line as per relevant local law PT: No fatal accidents. Other accidents are minimal Methods Review of accident records. Site inspection to check condition of road safety features. Talk to the local people who use the bridge and cross over the access roads Mitigation Costs Include d in operatio n /Mainte nance cost Institutional Responsibility Implementation Supervision BSRDCL BSRDCL
Annex 6 318 Environmental Issue/ Component 25.3.Transport of Dangerous Goods Avoidance/Mitigation/ Compensation Measures ambulance services with minimum response time for rescue of any accident victims, if possible. Tow-way facility for the breakdown vehicles if possible. Existence of spill prevention and control and emergency responsive system Emergency plan for vehicles carrying hazardous material Referenc e to laws/ guideline Location - Throughout the project stretch indicators (MI)/ Performance Target (PT) MI: Status of emergency system whether operational or not PT: Fully functional emergency system Methods Review of spill prevention and emergency response plan Spill accident records Mitigation Costs Include d in operatio n/maint enance cost. Institutional Responsibility Implementation Supervision BSRDCL BSRDCL
319 Annex 7 Parameter 1. Depth of top Soil ANNEX 7: ENVIRONMENTAL MONITORING PLAN DURING CONSTRUCTION AND OPERATION PHASES Specific Parameters to be Monitored Number and Sampling Locations 43 - At all project sites including construction yards, approach roads, borrow areas, bridge end facilities, etc. 2. Soil Pollution Texture, bulk density, ph, conductivity, cation exchange capacity, organic matter, Total N,P,K, and heavy metals At all project sites including construction yards, approach roads, bridge end facilities. 3. Erosion - Streambank erosion along the upstream of diara, side slopes of the embankments and material storage sites 4. Hydrocarbon and chemical storage Means of Frequency Responsible Agency Est. Cost Implementation Supervision. (US$ 000) A. Construction Phase Top soil of 0.5 m depth should be Contractor BSRDC / Part of excavated and stored properly as PMAE civil work provided in the borrow area cost management plan The stored top soils will be used for bio-engineering or filling materials Ensure no contaminated effluent is leaving from the filling area to the nearby agricultural lands. Water quality sampling of all effluent prior to discharge Visual inspection of erosion prevention measures and occurrence of erosion - Construction camps Visual Inspection of storage facilities. Water quality sampling of all effluent from storage are for oil and grease 5. Local Roads - Approach Roads Visual inspection to ensure local roads are not damaged. Grievance and redress 6. Traffic Safety and Management 7. Air Quality (dust, smoke) - Haul and all affected roads as identified in the traffic management plan PM10, PM2.5, SO2, NOx, CO Construction sites As identified in the management plan Visual inspection to ensure good standard equipment are in use and dust suppression measures Beginning of earth filling works and every 6 months Every 3 months Contractor BSRDC / PMAE Monthly Contractor BSRDC / PMAE Monthly Contractor BSRDC / PMAE Monthly Contractor BSRDC / PMAE Daily Contractor BSRDC / PMAE Daily (visual) Monthly for dust Contractor BSRDC / PMAE $1/ discharge point/ sampling $10/month $1/ sampling point/ sampling Part of civil works As estimated in the managem ent plan $0.5/ sampling point/ Sample 43 Updated sampling locations are detailed in Annex 20b.
Dust monitoring in and around (receptor) construction camp and all active construction camps PM10, PM2.5, SO2, NOx, CO PM10, PM2.5, SO2, NOx, CO - 8. Air Quality PM10, PM2.5, SPM, SO2, NOx, Pb 9. Noise Day time and night time noise level (max, min & Leq levels) Asphalt Plant Material storage sites Five (5) sampling locations Seven (7) sampling locations within the 10- km area of project site. Includes construction sites, construction camp sites, on both banks of the Ganga river including the Diara, among other locations (spraying of waters) are in place. Visual inspection to ensure asphalt plant is located >500 m from residential areas Visual inspection to ensure dust suppression work plan is being implemented 24-hour sampling at each location as per CPCB guide lines (CPCB Gazette notification dated 18.11.2009 on AAQ 24-hour integrated sound level meter, as per CPCB guidelines Visual inspection to ensure good standard equipment are in use Visual inspection to ensure use of PPEs on work areas with elevated noise. quarterly Monthly BSRDC / PMAE Monthly Contractor BSRDC / PMAE Monthly Weekly Daily Daily Contractor through a nationally recognized laboratory Contractor BSRDC / PMAE BSRDC / PMAE $0.5/ sampling point/sam ple Part of civil works 10. Underwat er noise 11. Surface water quality Peak, sound exposure level (SEL) and sound exposure level (SPL or RMS) noise levels Turbidity, TSS, ph, TDS,TSS, EC, Cl, NH3- N, Fe, As, At a distance of 50m, 250m and 500m from pier construction locations (as directed by PMAE) Two locations, which include the north and south bank of Ganges river. Ensure work restriction between 21:00-06:00 close to the sensitive locations Hourly, day and night time noise levels (db) monitoring using noise meters Noise levels on decibels (db) scale over a range of frequencies which the level is measured (1μP a2 /Hz for Peak, SEL and RMS noise levels using hydrophones Samples will be preserved and transported for analysis for different parameters based on APHA methods. Temperature, Monthly Quarterly during bridge pier constructio n Qua rterly Contractor through a nationally recognized laboratory Contractor through a nationally recognized laboratory Contractor through a nationally BSRDC / External Monitor BSRDC/ External Monitor $1/ sampling site/ sample $75 (lump sum) $0.75/ sampling point/ sample
321 Annex 7 12. Groundwa ter quality As, Mn, Fe, and coliforms 15 sites covering bridge site, other surface waters located near the construction sites (including those locations where baseline water quality monitoring was carried out) Five sampling locations conductivity, DO and ph which were measured instantaneously at site itself. Depth of tube well should be more than 300m. Test water for heavy metals, iron and manganese before installing of casing. If the quality is found not suitable further deepening will be done. During drilling of wells recognized laboratory Contractor through a nationally recognized laboratory PMAE External Monitor $0.5/ sampling site/ sample 13. Waste Managem ent 14. Drinking water and sanitation Construction camps and construction sites In construction yards and construction camps Samples will be preserved, transported and analyzed for different parameters based on APHA methods. Temperature, conductivity and ph will be measured at site Visual inspection that solid waste is disposed at designated site Ensure the construction workers are provided with safe water and sanitation facilities in the site Weekly Contractor BSRDC / PMAE Weekly Contactor BSRDC / PMAE Part of civil works Part of civil works 15. Wildlife 16. Floral Near all the construction sites And other sites identified in the biodiversity conservation plan (BCP) Ensure the adherence of the mitigation measures proposed in BCP. Monthly Contractor External Monitor for Environment Safeguards Plantation survival rate Project area Tree survival of Plantation Site Monthly Contractor through NGO External Monitor $15/ month/site (excluding BCP Implement ation estimated cost of U$500,00 0) $5/mo
17. Gangetic Dolphin 18. Air quality PM10, PM2.5, SO2, NOx, CO, hydrocarbons (methane & non methane) and VOCs 19. Greenhou se gas 20. Noise Quality 21. Gangetic Dolphin monitoring Day time and night time noise level (max, min & Leq levels) Project area Five (5) sampling locations From traffic plying on the new bridge and approach roads Toll plaza, bridge end points, diara Within 2 km buffer area from bridge location Counting number, occurrence assessment, and presence of infants will be monitored within 2 km buffer area from bridge location. B. During Operation and Maintenance 24-hour sampling at each location as per CPCB guide lines (CPCB Gazette notification dated 18.11.2009 on AAQ Seasonal (2x Year) Contractor BSRDC, External Monitor for Environment Safeguards Quarterly External Monitor BSRDCL SPCB CO2, PM Annually External Monitor BSRDCL SPCB Hourly, day and night time noise levels (db) monitoring using noise meters Part of the faunal monitoring Gangetic Dolphin will also be monitored once in a year. Counting number, occurrence assessment, and presence of infants will be monitored within 2 km buffer area Quarterly External Monitor BSRDCL SPCB Annually External Monitor BSRDCL State Wildlife Board $500 Lump Sum $0.5/ sampling point/ sample Included under EMES costs $0.5/ sampling point/ sample Included under EMES costs
323 Annex 8 ANNEX 8 : TREE PLANTATION AND MANAGEMENT GUIDELINES Development of project will involve tree cutting. Tree cutting shall be carried out only after obtaining clearance from forest department. Only identified & permitted tree species shall be cut. As per state forest policy compensatory afforestation should be carried out in ratio of 1:3 minimum. Compensatory afforestation shall be carried out by forest department. It is preferable that compensatory afforestation is carried out in nearby land patch. Survival rate of the afforestation carried out by forest department shall be monitored by BSRDCL. Apart from above compensatory plantation as part of environmental management, it is proposed to develop green belt strip all along the ROW. Green belt shall be developed as per the following guidelines. 1. Selection of Tree Species The Project involve movement of vehicle for transportation of material Thus emissions like particulate matter, SO2, NOx & CO shall be generated at site. Also there is potential of generation of coal dust while unloading the materials at stock piles. Thus the plantation species tolerant to these pollutants and mitigate these from air shall be planted. Species selecting criteria is given below: Tolerant to expected pollutants at site Longer duration of foliage Freely exposed foliage (adequate height of crown, openness of foliage, big leaves, small stomata apertures, stomata well exposed) Leaves supported on firm petioles 2. Recommended Plant species Based on nature of pollutants following tree species are recommended to be planted Table A8.1: Recommended plant species S. No. Plant Species Common Name Habit 1. Termanilia catappal Jagali Badam Tree 2. Anthocephalus cadamba Kadam Tree 3. Ficus bengalensis Badh Tree 4. Magnifera indica Aam Tree 5. Tectona grandis Teak Tree 6. Ficus religiosa Peepal Tree 7. Hibiscus rosa sinensi Hibiscus Shrub 8. Wrightia arboriea Dudhi Shrub 9. Tabernaemontana divaricata Chandani Shrub 10. Bougainvillea glavra Bougainvillea Shrub 11. Codium variegates Cockscomb Herb 12. Celosia argentea Croton Herb 13. Ilex rotunda Kurogane holly Tree 14. Cassia surattensis Golden Senna Tree 15. Cinnamomum camphora Camphor tree Tree 16. Lagerstroemia flos-reginae Lagerstroemia Tree 17. Alstonia scholaris Devil tree Tree
S. No. Plant Species Common Name Habit 18. Cassia fistula Golden shower Tree 19. Delonix regia Gulmohar Tree 20. Pongamia pinnata Indian beech Tree 21. Terminalia arjuna Arjun Tree 22. Terminalia belerica Baheda Tree 23. Butea superb Tesu Tree 24. Cassuarina sp. Cassuarina Tree 25. Bahunia acuminate White orchid green Tree 26. Swetania mohogini Cuban Mahagony Tree 27. Azadiracta indica Neem Tree 28. Artocarpus integrifolia Jackfruit Tree 29. Gmelina arborea Gamhar Tree 30. Putranjiba roxburghii Putranjiba Tree 3. Plantation Methodology Components of green belts along the alignment should be both absorbers of gases as well as of dust particles, including even lead particulates. Thus the choice of plants should include pollution tolerant shrubs of height 1 to 1.5 m and trees of 3 to 5m. The intermixing of trees and shrubs should be such that the foliage area density in vertical is almost uniform. For effective removal of pollutants, it is necessary that (i) plants should grow under conditions of adequate nutrient supply, (ii) absence of water stress and (iii) plants are well exposed to atmospheric conditions (light & breeze). 4. Plantation Pattern A standard horticultural practice involving planting of saplings in pits of substantial dimensions i.e., 1m 1m 1m for big trees and along half of these dimensions for smaller trees and shrubs. The pits are then filled with earth, sand, silt and manure in pre-determined proportions. Saplings planted in such pits are watered liberally during dry months. 5. Time of Plantation Plantation of the tree sapling should be done only after the first shower during the rainy season. The best time for plantation is after 15 days from the day of first shower during rainy season. 6. Protection of Tree saplings Circular tree guard should be placed after the plantation of the saplings for the protection of these young plants from the ravages of cattle, sheep and goat and other animals. If tree saplings died or damage occur after placing the circular tree guard, timely replacements of damaged plant and thereafter care is important. 7. After Care & The growing plants are cared at least for the first two years under favorable conditions of climate and irrigation. Nutrients in pits are supplemented and the juveniles provided protection. Thinning shall start after the stand is 3-4 years old and repeated every 4 years until the stand is 15 years old. Between 15-25 years old, thinning should be conducted every 5 years and after 25 years old, thinning shall be done after every 10 years. When the canopy closes, at about 6 years,
325 Annex 8 30-40% of the stems shall be thinned to selectively remove suppressed, diseased and badly formed trees. Periodic assessment shall be carried for survivability of the trees. Minimum 70% survival rate shall be achieved. 8. Records Keeping & Reporting The following records shall be maintained: (i) record of tree plantation; and (ii) record of survivability rate. Inspection shall be carried out at site to know the survival rate of the plantation. The tree plantation and survivability report shall be prepared every six monthly. 9. Responsibility Compensatory plantation shall be carried out by forest department. Survival rate of plantation shall be inspected of the by PMAE. Plantation within the alignment shall be carried out by contractor and shall be monitored by PMAE.
Annex 9 326 ANNEX 9: GUIDELINES FOR BORROW AREA MANAGEMENT Selection and Rehabilitation of Borrow Pits: Guidelines for selection of borrow pits, amount that can be borrowed and its rehabilitation in line with The Indian Road Congress (IRC):10-1961 will be followed and are as follows: Contractor must identify the borrow areas before start of construction and submit these details with rehabilitation plan. Borrow areas will not be located on cultivable lands. However, if it becomes necessary to borrow earth from temporarily acquired cultivated lands, their depth will not exceed 45 cm. The topsoil to a depth of 15cm will be stripped and set aside. Thereafter, soil may be dug out to a further depth not exceeding 30 cm and used in forming the embankment. A 15 cm topsoil will be stripped off from the borrow pit and this will be stored in stockpiles in a designated area for height not exceeding 2m and side slopes not steeper than 1:2 (Vertical: Horizontal). Ridges of not less than 8m widths will be left at intervals not exceeding 300m. Small drains will be cut through the ridges, if necessary, to facilitate drainage. The slope of the edges will be maintained not steeper than 1:4 (vertical: Horizontal). Borrow pit will be selected from wasteland ; Priority will be given to the borrowing from humps above the general ground level within the road land; Priority will be given to the borrowing by excavating/enlarging existing tanks; Borrowing will be from land acquired temporarily and located at least 500m away from the road; Borrowing will be from mounds resulting from the digging of well and lowering of agricultural fields in vicinity of the road; Borrow area near to any surface water body will be at least at a distance of 15m from the toe of the bank or high flood level, whichever is maximum. In case of settlements, borrow pits will not be selected within a distance 800 m from towns or villages. If unavoidable, earth excavation will not exceed 30cm in depth; The haulage distance from site will not be too far. Redevelopment plan will be prepared by the contractor before the start of work which should be duly agreed upon by land owner. Borrow pits will be backfilled with rejected construction wastes and covered with vegetation. Borrow areas might be used for aquaculture in case landowner wants such development. Borrow pits located near habitat areas will be re-developed immediately after borrowing is completed. If spoils are dumped, that will be covered with a layers of stockpiled topsoil in accordance with compliance requirements with respect MOEF/SPCB guidelines. Prohibit dumping of waste except inert construction rubble Records: The following records will be maintained: 1. List of Borrow areas identification with capacity and rehabilitation plan 2. Agreement with land owners where applicable 3. Details of Earth excavated
327 Annex 9 Reporting: 4. Closure report of rehabilitated borrow pits. The Borrow area opening, earth borrowed and borrow area rehabilitation details will form part of half yearly report Responsibility: Prime Responsibility: Contractor will be responsible for borrow area management and reporting Supervisory Responsibility: Project Management and Authority Engineer will check compliance with the above guidelines.
Annex 10 328 ANNEX 10: GUIDELINES FOR EMERGENCY MANAGEMENT SYSTEM Many emergencies can occur on any construction site and need to be effectively handled. The environmental and occupational health and safety aspects and related emergency can include incidence such as Collapse / subsidence of soil / Fire / Explosion / Gas Leak, Collapse of Building / Equipment and other Occupational Accidents. On site and off site emergency management plan shall be developed to effectively handle them. Thus every contractor shall have an approved on-site emergency plan. The contractor should submit a copy of this plan to PIU and Supervision consultant before the start of the work. Contractor shall develop the onsite emergency plan considering the potential environmental, occupational health and safety emergency situation at site and activities involved. This plan shall include a list of these potential emergency situations in the onsite emergency preparedness & response plan. Contractor shall get the plan approved from BSRDCL/PMAE. 1. Anticipated Emergencies at Construction Site The potential emergency situations have been defined below for guidance purposes. The contractors can follow these for developing site specific on site emergency preparedness plan. Table A10.1: Emergency at Construction Sites Emergency conditions / Sources situations Collapse / subsidence of Civil structures soil Bulk spillage Hazardous substance / inflammable liquid storage Vehicular movement on highway Fire and explosion Inflammable Storage Areas Gas Cylinder Storage Areas Electrical Circuits Isolated Gas Cylinders (LPG / DA) Welding / Gas Cutting Activity Electrical Shock HT line LT distribution Electrically Operated Machines / Equipment / Hand Tools / Electrical Cables Gaseous Leakage Gas Cylinder Storage Areas Gas Cylinder used in Gas Cutting / Welding Purposes Accidents due to Heavy Earth Moving Machinery Vehicles Cranes Fork Lifts Trucks Workman Transport Vehicles (cars / scooters / motor cycles / cycles) Slips & Falls (Man & Material) Collapse, toppling or collision of transport equipment Work at Height (Roof Work, Steel Erection, Scaffold, Repair & Maintenance, Erection of equipment, Excavation etc.) Slips (Watery surfaces due to rain) Lifting tools & Tackles (Electric Hoist & Forklifts)
329 Annex 10 Emergency conditions / situations Collision with stationary/ moving objects Other Hazards Vehicular movement Sources Cuts & Wounds Confined Space (under & inside machinery etc.) Hot Burns Pressure Impacts (Plant contains several Pressure Vessels & pipefitting containing CO 2, air, water, product & steam, which can cause accidents & injuries to person around.) 2. Design of On-site Emergency Plan The On-site emergency plan has been prepared by contractor and includes minimum the following information: Name & Address of Contractor Updating sheet Project Location Name, Designation & Contact Numbers of the organization, nearby hospitals, fire agencies etc. and key personnel including their assigned responsibilities in case of an emergency. The roles and responsibilities of executing personnel Site Layout Diagram showing location of fire extinguishers, emergency collection area and fire alarm Identification of Potential Emergencies Situations/ preventive measures / control & response measures Location of Emergency Control Centre (or designated area for emergency control / coordination) with requisite facilities. Medical services / first aid List of emergency equipment including fire extinguishers, fire suits etc. 3. Emergency Control Centre The emergency control center shall be equipped with following facilities Copy of current on-site emergency plan Display of the name of site emergency controller Two numbers of artificial respiratory sets Two numbers of Stretchers Vehicle for 24 hours (for large construction sites) Inter personnel/section telephone (2 numbers) Site layout diagram with entry and exit routes / Assembly points Directory of internal / external emergency phone Numbers A set of fire extinguishers (DCP type / Foam Type / CO2) List of fire extinguishers installed in the construction site including maintenance record A set of personal protective equipment (PPE)
Annex 10 330 Two numbers of first-aid boxes with prescribed first-aid medicines List of competent first-aiders List of fire trained personnel Two numbers of blankets Drinking water Two numbers of rescue ropes Two numbers of high beam torches Two numbers of gas leak detectors Life boat & jackets (if working in or near water course) 4. Records The following records shall be maintained: 1. Record of emergency preparedness plan with emergency contact numbers 2. Mock drill/emergency preparedness exercise records 3. Corrective preventive action record after emergency is occurred 5. Reporting The accident and incident records and emergency preparedness drill reports shall form part of quarterly report to BSRDCL. 6. Responsibility Contractor shall be responsible to handle emergency condition and shall be liable to compensate the damage against accident, if any occurs at site.
331 Annex 11 1. Introduction ANNEX 11: GUIDELINES FOR WASTE DISPOSAL AND MANAGEMENT Waste will be generated from the construction site and labour camps during the construction phase. Type of the waste to be generated during construction phase is given below. 2. Excavated Soil Site is undulating and thus will require cut & fill for levelling. Top excavated soil of 15 cm shall be stripped and shall be stored separately under covered sheds. This soil shall be used for green belt plantation. Lower layers of excavated soil shall be reused within the site for filling purpose, construction of approach & internal roads. If any extra soil is remained, then that should be disposed of to the approved debris disposal site or for mines rehabilitation located in the nearby areas. 3. Construction Waste Construction waste will comprise of broken bricks, dry cement, discarded timber, metal piece, cement bag, dry asphalt/bitumen, glass, paint/varnishes box etc. These wastes should be segregated into recyclable and non-recyclable waste. Recyclable waste shall be stored in the covered area and shall be sold to authorized vendors regularly. Non-recyclable waste shall be disposed off at approved debris site in covered vehicles. 4. Municipal Waste Municipal waste will be generated from labour camp. Dustbins for recyclable and non-recyclable waste shall be provided in labour camp area. Recyclable waste shall be sold to authorized vendors and non-recyclable shall be disposed off through authorized agency in area responsible for waste collection and management. Waste generated requires proper management so as to minimize the negative impacts on environment. Concept of reduce, re-use and recycle shall be followed at site. The rejected waste should be disposed off in a secured manner. Thus a site should be identified for disposal of the rejected waste. 5. Selection of Disposal Sites: The locations of disposal sites have to be selected such that: Disposal sites are located at least 1000 m away from sensitive locations like settlements, water body, notified forest areas, wildlife/bird/dolphin sanctuaries or any other sensitive locations. Disposal sites shall not contaminate any water sources, rivers etc. so the site should be located away from water body and disposal site should be lined properly to prevent infiltration of water. Public perception about the location of debris disposal site has to be obtained before finalizing the location. Permission from the village/local community is to be obtained for the disposal site selected.
Environment Engineer of PMAE and Executive Engineer of Contract Management Unit must approve the Plan before commencement of work. 6. Precautions to be adopted during disposal of debris / waste material The Contractor shall take the following precautions while disposing off the waste material. During the site clearance and disposal of debris, the Contractor will take full care to ensure that public or private properties are not affected, there is no dwellings around the dumpsite and that the traffic is not interrupted. The Contractor will dispose off debris only to the identified places or at other places only with prior permission of Engineer-in-Charge of works. In the event of any spoil or debris from the sites being deposited on any adjacent land, the Contractor will immediately remove all such spoil debris and restore the affected area to its original state to the satisfaction of the Engineer-in-Charge of works. The Contractor will at all times ensure that the entire existing canal and drains within and adjacent to the site are kept safe and free from any debris. Contractor will utilize effective water sprays during the delivery and handling of materials when dust is likely to be created and to dampen stored materials during dry and windy weather. Materials having the potential to produce dust will not the loaded to a level higher than the side and tail boards and will be covered with a tarpaulin in good condition. Any diversion required for traffic during disposal of debris shall be provided with traffic control signals and barriers after the discussion with local people and with the permission of Engineer-in-Charge of works. During the debris disposal, Contractor will take care of surrounding features and avoid any damage to it. The debris should not be disposed along the bridges & culverts and near the water bodies. While disposing debris / waste material, the Contractor will take into account the wind direction and location of settlements to ensure against any dust problems. Contractor should display the board at disposal site stating the name of project, usage of the site and type of debris being disposed. A guard shall be kept at disposal site to prevent any unauthorized disposal of waste at the debris disposal site Material should be disposed off through covered vehicles only No contaminated/hazardous/e-waste shall be disposed off at the debris disposal site 7. Record Keeping Site approved by site engineer only can be used as disposal site. Record of all such site should be maintained along with the area of disposal site, type & quantity of material disposed off daily and capacity of disposal site. 8. Guidelines for disposal sites The dumpsites filled only up to the ground level could be rehabilitated as per guidelines below and to be decided by the Engineer and the supervision consultant.
333 Annex 11 The dumpsites have to be suitably rehabilitated by planting local species of shrubs and other plants. Local species of trees has also to be planted so that the landscape is coherent and is in harmony with its various components. In cases where a dumpsite is near to the local village community settlements, it could be converted into a play field by spreading the dump material evenly on the ground. Such playground could be made coherent with the landscape by planting trees all along the periphery of the playground. Closure of the disposal site should be up to the satisfactory level of site engineer. 9. Penalties Stringent action & penalties should be imposed off on contractor for dumping of materials in locations other than the pre-identified locations. Grievance Redressal mechanism should be in place for taking note and action on such complaints. 10. Records The following records will be maintained: Generation and disposal quantity with location of disposal Recyclables waste generation and disposal Domestic waste disposal locations details. 11. Reporting The waste generation and disposal details will form part of quarterly report to BSRDCL. 12. Responsibility Prime Responsibility: Contractor will be responsible for waste management and reporting Supervisory Responsibility: Project Management and Authority Engineer will check the contractor s adherence to the above guidelines.
Annex 12 334 ANNEX 12: SELECTION AND MANAGEMENT OF CONSTRUCTION CAMPSITE 1. Selection and layout of construction camp Labour camps, plant sites and debris disposal site is not located close to habitations, schools, hospitals, religious places and other community places. A minimum distance of 200 m has been maintained for setting up such facilities. 2. Facilities at camps During the construction stage of the project, the contractor Daewoo L&T (JV) will construct and maintain necessary (temporary) living accommodation, rest area and ancillary facilities for working staff & labour. Facilities required are listed and elaborated below. Site barricading Clean Water Facility Clean kitchen area with provision of clean fuel like LPG Sanitation Facilities Waste Management Facilities Rest area for workers at construction site Adequate Illumination & ventilation Safe access road is required at camps Health Care Facilities Fire-fighting Facility Emergency Response Area Good housekeeping 3. Site Barricading Site should be completely barricaded from all the sides to prevent entry of outsiders and animals into the site. Entry gate should be provided at the site and labour camp which should be guarded by security guard. All workers should be issued ID cards and entry of outsiders shall be maintained in the register at the gate. Board should be displayed at the site and the labour camp, the name of project, capacity of project, authority carrying our projects, restriction of entry without authorization, and no smoking zone and associated risks. 4. Clean Water Facility Potable water shall be provided for working staff & construction labour for drinking & cooking purpose. Clean water shall be provided for bathing, cleaning and washing purpose. Water quality testing for water shall be carried out on quarterly basis. 5. Clean Kitchen Area Provision of clean kitchen area for cooking and storage of eatables shall be provided. Clean fuels like LPG shall be provided for cooking purpose. Burning of firewood, garbage, paper and any other material for cooking or any other purpose shall strictly be prohibited at the site. 6. Sanitation Facilities
335 Annex 12 Construction camps shall be provided with sanitary latrines and urinals. Toilets provided should have running water availability all the time. Bathing, washing & cleaning areas shall be provided at the site for construction labour. Washing and bathing places shall be kept in clean and drained condition. Workers shall be hired especially for cleaning of the toilets and bathing area. Septic tanks and soak pits shall be provided at site for disposal of the sewage generated. 7. Waste Management Facilities Waste generated should be segregated at the site by providing the different color bins for recyclable and non-recyclable waste. Recyclable waste shall be sold to authorized vendors and non-recyclable shall be handed over to authority responsible in area for waste management. Waste management for construction site shall be as per waste management plan proposed in EMP. 8. Rest Area for Workers at Site A rest area/shelter shall be provided at the site for construction workers where they can rest after lunch time and shall not lay down at site anywhere. The height of shelter shall not less than 3m from floor level to lowest part of the roof. Sheds shall be kept clean and the space provided shall be on the basis of at least 6X6 sq. feet per head. 9. Adequate Illumination & Ventilation Construction worker camps shall be electrified and adequately illuminated. Illumination level shall be maintained after 5.30 Pm at the site to minimum 200 lux. Labour camps shall be adequately ventilated. Fans shall be provided for ventilation purpose. 10. Safe Access Road for Camps Temporary paved surface shall be constructed to approach the labour camp from the site. Movement shall not be hampered during monsoon season due to water logging and muddiness. 11. Health care Facilities: First aid box, first aid room and personnel trained in first aid shall be available at labour camp and site all the time (24X7). A resident doctor shall be available at camp. Equipment in first-aid box shall be maintained as pet State Factory s Law. Ambulance/ 4 wheeler motorized vehicle shall be available at the site for carrying injured to the nearby hospital. Tie-ups should be made with nearby hospital to handle emergency, if any. Nos. of ambulance, doctors and nearby hospital s hall be displayed in first-aid room, site office & labour camps. Workers shall be made aware about the causes, symptoms and prevention from HIV/AIDS through posters and awareness programs 12. Fire-Fighting facilities Fire-fighting facility such as sand filled buckets and potable fire-extinguishers shall be provided at labour camps and at site. Fire-extinguishers shall be provided as per NBC norms. 13. Emergency Collection Area Area shall be demarcated as emergency collection area near the gate where all the workers shall be guided to collect in case of any emergency like fire, flood and earthquake.
Annex 12 336 14. Activities prohibited at site Activities which should be strictly prohibited at site shall include Open burning of wood, garbage and any other material at sit for cooking or any other purpose Disturbance to the local community. Operation of the plant and machinery between 10 pm to 6 am unless approved by team leader No animal (wild or domestic or bird) shall be harmed by any construction worker in any condition at site and nearby areas Cutting of tree without permission of team leader/authorized person No indigenous population shall be hurt or teased 15. Guidelines for night time working at the site. No activity generating noise shall be carried out at the site after 10:00 PM. Night working protocol should be followed (if required) as per guidelines prepared by contractor approved by PMAE. Site should be well illuminated to maintain minimum illumination level of 200 lux. Personnel working shall obtain permit to work from the team leader prior carrying out any work in night time and the record of such working shall be maintained in register. Any accidents, if occurs at site during night time working shall be immediately reported and recorded. Penalty shall be imposed on the contractor for the accident. Analysis shall be carried out to find the reason for such accidents for future learning. 16. Record keeping & Maintenance Record of entry/exit of the people in the construction site and labour camp area shall be maintained in register at gate. Record of material coming in and going out from site also shall be maintained. 17. Auditing & Inspection Conditions of labour camp and site shall be inspected and audit report shall be submitted to PMAE on monthly basis. 18. Closure of the Construction Site and Construction labour Camps Construction site and labour camps shall be restored back to the original site conditions. Following measures are required to be taken during closure: 1. Septic tanks/soak pits should be dismantled 2. Any temporary/permanent structure constructed shall be dismantled 3. Construction/demolition waste, hazardous waste and municipal waste at site and labour camp site shall be disposed off as per waste management plan in EMP 4. The site shall be cleaned properly 5. Tree plantation to be carried out, if any required for stabilizing the area 6. Any pit excavated shall be filled back 7. Closure of the site and labour camp shall be approved by authorized person.
337 Annex 13 ANNEX 13: MUCK DISPOSAL Bridge construction involves drilling & sinking of well, during pilling and sinking of well Muck generated from excavation of any project component is required to be disposed in a planned manner so that it takes a least possible space and is not hazardous to the environment. An account of the same has been given in the following paragraphs. 1. Quantity of Muck to Be Generated The total quantity of muck expected to be generated has been estimated to be of the order of approximately 3.00 lakh cum (approx.). 2. Muck Disposal sites The identification of muck disposal areas is done in line with the topographic and site specific conditions. 3. Criteria for Selection of Dumping Sites Based on the geological nature of the rocks and engineering properties of the soil, a part of the muck can be used as construction material. The muck is to be disposed at muck disposal sites. The following points will be considered and followed as guidelines for finalization of the areas to be used as dumping sites: i) The dumping sites have been selected as close as possible to the project area to avoid long distance transport of muck. ii) The sites are free from possibility of toe erosion and slope instability. iii) The dumping sites are either at higher level than the flood level or are away from the river course so that the possibility of muck falling into the river is avoided. iv) There is no active channel or stream flowing through the dumping sites. v) The sites are far away from human settlement areas. The muck that needs disposal would be piled at an angle of repose less than 30 at the proposed dumping sites. For this, the slopes would be broken up by creating benches across the slope. This will be done to provide stability to the slopes and also to provide ample space for planting trees, which would further help in holding and consolidating the material stacked at different sites. The description regarding the stabilization of the stacked material along the proposed roads has been discussed in the following paragraphs. The muck is expected to be comprised of fragmented rock mixed with soil and shall have Ø (angle of repose) value of 30 and below. The options like dumping muck in stages and allowing it to consolidate/settle through the monsoon, compacting the dumped muck with Dozer movement, zoning the dump judiciously to ensure the stability of 30 slope under all superimposed conditions will be utilised. 4. Methodology of dumping The main objectives of process of muck dumping and restoration of these muck disposal sites are: to protect and control soil erosion; to create greenery in the muck disposal areas;
Annex 13 338 to improve and develop the sites into recreational sites; to ensure maximum utilization of muck for the construction purpose; to develop the muck disposal sites/ dumping yards to blend with the surrounding landscape; And to minimise damages due to the spoilage of muck in the project area. In the six lane Ganga project a scientific approach and methodology was followed for identification of the dumping sites. All possible alternate sites were inspected and examined before rejecting or selecting any site. The dumping sites should be: i) With minimum possible forest cover. ii) The populated /settlement areas are far away from the identified dump zones and therefore will be least impact on human life. iii) All the dumping sites will be at higher level than the flood level from the river course to provide protection from high flood. iv) The identified muck sites will be located close to the project area to avoid hazards related to transport of muck to long distances. 5. Dumping Process The generated muck will be carried in dumper trucks covered with heavy duty tarpaulin properly tied to the vehicle in tune with international practice. All precautionary measures will be followed during the dumping of muck. All dumpers will be well maintained to avoid any chances of loose soil from being falling during the transportation. All routes will be periodically wetted with the help of tanker prior to the movement of dump trucks. Dumping would be avoided during the high speed wind, so that suspended particulate matters (SPM) level could be maintained. Further, the dumping will be avoided during heavy traffic. After the dumping the surface of dumps will be sprayed with water and then compacted. A retaining wall shall be constructed prior to dumping of muck. Loose muck would be compacted layer-wise. The height of usage/ Gabion Wall is proposed to be 4.5 m on an average. The muck brought by dumpers will be spread in layers behind the wire crate walls and then compacted by rollers till the top level is achieved. The retaining/sausage wall shall be laid with proper berm and the muck dumped behind it in layers and compacted by rollers. The process shall be repeated up to 50 cm level below the desired height which shall be laid with good soil for providing grass cover. At a regular vertical interval of 1.5 m and 3.0 m c/c masonry drains (catch water drains) shall be provided to drain off the rain water. Proper fencing of the entire area will be done. The muck disposal area will ultimately be covered with fertile soil and suitable plants will be planted adopting suitable bio-technological measures. The project authorities would ensure that the dumping yards blend with the natural landscape by developing the site with gentle slope, patches of greenery in and around them. These sites can also be developed later as recreational parks and tourist spots with sufficient greenery by planting trees. All measures would be adopted to ensure that the dumping of muck does not cause injury or inconvenience to the people or the property around the area. The spillage of muck into the river at any site would be prevented by making concrete retaining walls to retain the muck pile. It shall be ensured that dumping is carried out at a minimum distance of 30 m away from the active river bank. The top surface would be leveled and graded after the capacity of any dumping site is exhausted. The top surface will be covered with soil and grass seeding will be ensured to promote vegetation cover. 6. and Compliance
339 Annex 13 i) Each layer shall be rolled compacted. ii) A layer of soil shall be spread on top of it to make it suitable for plantation. iii) Water testing facilities shall be set up for checking quality parameter of water. iv) Soil samples shall be regularly collected and tested for checking the level of contamination. v) Prescribed norms and approvals will be sought from BPCB wherever necessary. vi) All norms of BPCB and MoEF and their acts related to muck disposal shall be complied with.
Annex 14 340 ANNEX 14: DETAILS OF TRANSECT WALKS CONDUCTED IN THE PROJECT INFLUENCE AREA SN Area of transect walk 1 Didarganj & Sabalpur Agricultural fields, Patna (Length Travel 2200Meter) 2 Didarganj & Sabalpur along the Ganga river bank (South) South Channel, Patna(Length Travel 1600Meter) 3 Kachhi Dargah Didarganj Ganga Ghat to Rustampur Diara (Length Travel 1000 Meter) Kachhi Dargah Didarganj Ganga Ghat to Rustampur Diara( length travel1500 meter) 4 Jafrabad Dih Village Vishali Diara Area (Distance 3000meter) 5 Saifabad Village Diara Area Vaishali (Distance covered 2500meter) No. of Seaso Date `Status of Remarks Transect Walk n Flora Fauna 1 Dry 04.02.2015 Agricultural Crops Reptiles, birds common Found in local old crows, rock pigeon, Red buildings, trees & vented bulbul, Common grass land. mina. 1 Wet 31.07.2015 -do- -do- -do- 1 Dry 04.02.2015 Agricultural crops Birds, fishes-catla, Rohu, Found in local fish Calbasu, Kalabans, market. Tengara, Ponthia etc. 1 Wet 31.07.2015 -do- Found local Fishes -do- Mrigal-Crirrhina mrigala Catla-Catla catla Tengra-Mystus tengara Ponthia-Mystus tengra Singhi-Heyeropneustus 1 Dry 05.02.2015 Agricultural crops Trees - 1 Wet 01.08.2015 Agricultural crops Trees - 1 Dry 05.02.2015 Agricultural crops & trees, Peepal, Bargad, Sissoo, Jamnu, Neem, Sal, Mango, Jackfruit 1 Wet 01.08.2015 1 Dry 05.02.2015 Agricultural crops & trees, Peepal, Bargad, Sissoo, Jamnu, Neem, Sal, fossilis Dolphin sited in Ganga Water Dolphin sited in Ganga Water Birds-Common crow, Cuckoo, House sparrow, Cattle Egret, Spotted dove, Bank Myna Birds-Common crow, Cuckoo, House sparrow, Cattle Egret, Spotted dove, Bank Myna Walk through mechanized Boat along bank of Ganga Walk through mechanized Boat along bank of Ganga Habitat mostly in trees & settlements, grass land & shrubs Habitat mostly in trees & settlements, grass land & shrubs
341 Annex 14 SN Area of transect walk Saifabad Village Diara Area Vaishali(Distance covered 2500meter) 6 Samaspur Village, Vaishali(Distance covered 2000meter) Samaspur Village, Vaishali(Distance covered 1800 meter) 7 Bishunpur Kishundas ( Distance covered 1500 meter) Majlishpur Chak (Distance covered 2800 meter) 8 Khanpur Pakri Village Viashali (Distance covered 2200 meter) No. of Transect Walk Seaso n 1 Wet 01.08.2015 Paddy crops & trees Date `Status of Remarks Flora Fauna Mango, Jackfruit, Jalebi, Palm, Arjan Reptiles Rat snakes (Ptyas mucosus), Common Krait (Bugarus caerulens), Indian cobra (Naja naja) 1 Dry 06.02.2015 Agricultural crops Mustered, Wheat plant growing in fields. 1 Wet 04.08.2015 Agricultural crops rice fields (Dhaan) etc. Reptiles House Geiko & Garden Lizard are directly sighted during primary visit. Terrestrial fauna No wild animals sited during the field surveys but local people and secondary data shows reported some of the animals found. However, avifauna with higher diversity are common crows, Indian roller. Avifauna & Terrestrial fauna 1 Dry 07.02.2015 Agricultural crops Terrestrial fauna Neelgai, wild boar 1 Wet 28.08.2015 Grasses along the banks, trees are fruit, flower and seed bearing, Banana 1 Dry 07.02.2015 Agricultural crops Mustered, Wheat plant growing in fields. Mammals- Blue cow, reptiles, fishes, Gangatic dolphin Terrestrial fauna No wild animals sited during the field surveys but local people and secondary data shows reported some of the animals found. However, Collecting feedback local people. from Consultation with community Consultation with community Due to heavy water flow in Ganga no chance to take photographs of Dolphins Through boat Focusing Feeding habitat
Annex 14 342 SN Area of transect walk 9 Kalyanpur Village Vaishali(Distance covered 1500 meter) 10 Madhurapur (Distance covered 2200 meter) 11 Jahangirpur Fuli (Distance covered 1400 meter) TOTAL 22 No. of Transect Walk Seaso n Date `Status of Remarks Flora Fauna avifauna with higher diversity are common crows, Indian roller. 1 Wet 29.08.2015 Agricultural crops Maize, vegetables etc. 1 Dry 07.02.2015 Agricultural crops Terrestrial Fauna 1 Wet 29.08.2015 Agricultural crops- Paddy, Vegetables, Maize 1 Dry 08.02.2015 Agricultural crops, fruit tree Mango, Jackfruit, Jalebi, Neem, Sissoo etc. 1 Wet 06.09.2015 Agricultural crops, vegetables & natural growing trees 1 Wet 07.09.2015 Agricultural crops, vegetables Reptiles, aves, mammals, insects Avian fauna Eagle, great white pelican Reptiles Karait, Indian Cobra Garden Lizard commonly seen. Avian fauna Common crow, Myna, Eagle, sparrow, Babbler, pigeon, Cattle Egrets, Red Vented bulbul, Drongo. Avian fauna House sparrow, Rose ringed parakeet, Bank Myna Note 1. There is no notified forest in the study area. 2. Agricultural crops of various types are grown in the study area. 3. Resident in the project are very happy about the construction of bridge.
343 Annex 15 ANNEX 15: SOIL, WATER, AIR, AND NOISE QUALITY SAMPLING LOCATIONS ALONG THE PROJECT ALIGNMENT (A: Air sampling location, S: Soil sampling location, N: Noise sampling location, GW: Ground Water, SW: Surface Water)
ANNEX 16: COPY OF ENVIRONMENTAL CLEARANCE OF THE PROJECT Annex 16 344
345 Annex 16 Summary of Projects:- Green Field Six Lane Extradoses Cable Bridge over river Ganga near Kachhi Dargah in District Patna on NH-30 near Bidupur in District Vasihali Name of Project on NH- 103 (Bihar). Length of the project 22.76 Km. includes 9.76 km. long main bridge. S. No in the Schedule 8 (b) Project Cost Location Plot/Survey/Khasra No. Village $832 million The proposed bridge across Ganga river from Deedarganj on NH-30 to chak Sikandar in Vaisahli district on NH-103, consisting of six lane bridge structures of the 9.760 Km, approach viaduct and roads of 1.5 km from South and 8.5 Km from North, tolling and serving faculties, and winding 3 Kilometer of NH-103. The proposed location of the bridge is about 10 Km downstream of existing Mahatama Gandhi Setu in Patna. Start Location: Sabalpur (near Kacchi Dargah) Latitude:- 25 0 34 02.24 N Longitude:- 85 0 15 07.86 E End location: Sarmastpur (near Bidupur), Latitude:- 25 0 41 17.82 N Longitude:- 85 0 22 49.65 N Sl. No. Village Name Thana No. 1. Sabalpur 44 2. Nasirpur Tajpur 40 3. Rustampur 394 4. Himmatpur Diara 393 5. Jamalpur Chak Shankar Ganga Prasad Diara 345 6. Jafrabad Dih 342 7. Saifabad 347 8. Karampur 364 9. Jahangirpur Fuli 381 10. Madhurpur 374 11. Sadullahpur Chak Farid 375 12. Bishnupur Kishundas @ Majlispur Chak 379 Gangadhar 13. Chak Said Ali@ Darwa 376 14. Bishnupur Kishundas @ Majlispur 377 15. Mathura Sultanpur Pachkatiya 423 16. Dilwarpur Gowardhan 424 17. Kanpur Pakri 429 18. Kalyanpur 434 19. Bishnupur Bishunath @ Teliya 268 20. Samastipur 269 The proposed road bridge traverses along 20 villages of the Patna and Vaishali District. Patna and Vaishali Bihar Nearest Railway Station:- Patna Saheb- approx. 5 Km (From Start location) Nearest Airport:- Patna 16.50 Kms (From Start location) District State Nearest Railway Station, airport along with distance in Kms Name of Applicant Bihar State Road Development Corporation Ltd. Registered Address Central Mechanical Workshop Campus, Near Patna Airport, Patna- 800 014 1. SPECIFIC CONDITIONS:- I. Construction Phase
Annex 16 346 (i) (ii) (iii) (iv) (v) (vi) (vii) (viii) (ix) (x) (xi) (xii) (xiii) All necessary clearance as applicable to the project shall be obtained from the concerned authorities before initiating the project. Necessary mitigating measure against adverse impact to the water bodies that are to be affected shall be provided. There shall be no disposal of solid and liquid wastes into the water body. The solid waste shall be properly collected, segregated and disposal as per the provision of Solid Waste (Management and Handling) Rules, 2000. Installation and operation of DG set, if any shall comply with the guidelines of CPCB. Provision shall be made for the housing of construction labour with all necessary infrastructure and facilities such mobile toilets, mobile STP, safe drinking water, medical health care, etc. The housing may be in the form of temporary structures to be removed after the completion of the Project. All the top soil evacuated during construction activities should be stored for use in horizontal/landscape development within the project site. Disposal of muck during construction phase should not be created any adverse effort on river and the neighbour communities and the disposal off taking the necessary precautions for general safety and health aspects of people, only in approved sites with the approval of competent authority. Vehicles hired for bringing construction material to the site should be in good condition and should have a pollution check certificate and should conform to the applicable air and noise emission standards and should be operated only during non-peak hours. Under the provisions of Environment (Protection) Act, 1986, legal action shall be initiated against the project proponent if it was found that construction of the project has been started without obtaining environmental clearance. Necessary permission for tree felling, if any, from the concerned department shall be obtained before commencement of the project work and copies of the same shall be submitted to this Office Minimum of three times the number of trees to be cut shall be planted. It shall be ensured that the trees planted as a part of the afforestation shall be looked after by the proponent. Tree plantation shall be of the same species/local species and survival shall be monitored Transplantation of trees shall be carried out wherever possible. During construction phase noise pollution should be minimized in the river for the safety of the Gangetic dolphins because they are very sensitive to noise pollution On both flanks of the bridge fencing at suitable height by proper mesh should be provided so that garbage and other unwanted materials are not thrown in the Ganges. Number of pillars should be minimum so as to minimise siltation in Ganga, of course without compromising with structural design. II. Operation Phase. (i) Noise barriers shall be provided at appropriate locations particularly in the areas where the alignment passes through inhabited areas so as to ensure that the noise levels do not exceed the prescribed standards. 2. GENERAL CONDITIONS: (i) (ii) (iii) (iv) (v) In the event of any change in the project profile, a fresh reference shall be made to SEIAA, Bihar. SEIAA reserves the right to revoke this clearance, if any, of the conditions stipulated are not complied with to the satisfaction of SEIAA. SEIAA may stipulate any additional conditions subsequently, if deemed necessary, for environmental protection, which shall be complied with. Full support should be extended to the officers of Bihar State Pollution Control Board by the project proponents during their inspection for monitoring purposes. All other statutory clearances shall be obtained, as applicable by project proponents from the respective competent authorities.
347 Annex 16 (vi) (vii) The project Proponent should advertise in at least two Newspapers widely circulated in the region, one of shall be in the vernacular language informing that the project has been accorded Environmental Clearance and copies of clearance letter are available with the Bihar State Pollution Control Board. The Project proponent shall also submit six monthly reports on the status of compliance of the stipulated condition including results of monitored data (both in hard copies as well as the stipulated condition including results of monitored data( both in hard copies as well as by e-mail) to SEIAA, Bihar and regional office, Ranchi
Annex 17 348 ANNEX 17: CAMP LAYOUT Camp Layout for Zero Point
349 Annex 17 Camp Layout for Raghopur
Annex 18 350 ANNEX 18: ENVIRONMENTAL CLEARANCE FOR APPROVED QUARRY SITE AND RIVER BED SAND (BY THIRD PARTY)
351 Annex 18
Annex 18 352
353 Annex 18
Annex 18 354
355 Annex 19 ANNEX 19: GUIDELINE FOR CONSTRUCTION MATERIAL STORAGE AND HANDLING PLAN The major construction material to be used for this project includes aggregates (40 mm, 20 mm & 10 mm), cement, coarse sand, reinforcement steel, structural steel & Admixture. The material will be loaded and unloaded by the automated machines & engaged labour on site. The entire material will be transported in covered vehicle. The duties of the contractor will include monitoring all aspects of construction activities, commencing with the storing, loading of construction materials and equipment in order to maintain the quality. The work would be completed as per the final construction schedule. Cement would be stored in stacks as shown in Figure below. Other material like aggregate, reinforcement and consumables would also be tidily stored in place and released for use without causing litter around. Reinforcement will be stored in shaded area with above ground support. The contractor will be responsible for management of such construction material during entire construction period of the project. Sufficient quantity of materials would be available before starting each activity. All materials will be tested in order to ensure the quality of materials before construction. This is also the responsibility of the contractor, which is clearly mentioned in the contractor s agreement. All stationary machines will be inspected weekly for maintenance and will be fitted with exhaust pollution control devices. As soon as the construction activity is over the surplus earth will be utilized to fill up the low-lying areas, if any.
Schematic layout of Cement Godown Annex 19 356
357 Annex 20a ANNEX 20A: MONITORING LOCATION COORDINATES WITH SAMPLING MAP FROM DECEMBER 2016 TO MARCH 2017 Air Locations Sl. No. Location Code Name of the Location Geographical Location 1. A1 Zero Point (Near Didarganj) 25 0 γγ γ1.46 N, 85 0 5 βγ.16 E Chainage 0+000 2. A2 Sabalpur Village Chainage 1+250 25 0 γγ 5β.γ5 N, 85 0 16 1.17 E 3. A3 Mathurapur 11+100 25 0 γ7 11.78 N, 85 0 14 γ7.44 E 4. A4 Sarmastpur 19+698 25 0 41 17.98 N, 85 0 ββ 49.71 E Ambient Air Quality Locations
Annex 20a 358 Noise Locations Sl. Location Name of the Location Source Geographical Location No. Code 1. NQ-1 Zero Point (Near Didarganj) Chainage 0+000 Residential 25 0 γγ γ1.46 N 85 0 5 βγ.16 N 2. NQ-2 Sabalpur Village Chainage 1+250 Commercial 25 0 γγ 5β.γ5 N 85 0 16 1.17 N 3. NQ-3 Mathurapur 11+100 Residential 25 0 γ7 11.78 N 85 0 14 γ7.44 N 4. NQ-4 Sarmastpur 19+698 Residential 25 0 41 17.98 N 85 0 ββ 49.71 N Ambient Noise Stations
359 Annex 20a Ground Water Sampling Locations Sl. No. Location Name of the Location Geographical Location Code 1. W1 Zero Point (Near Didarganj) 25 0 γγ γ1.46 N, 85 0 5 βγ.16 E Chainage 0+000 2. W2 Sabalpur Village Chainage 1+250 25 0 γγ 5β.γ5 N, 85 0 16 1.17 E 3. W3 Mathurapur 11+100 25 0 γ7 11.78 N, 85 0 14 γ7.44 E 4. W4 Sarmastpur 19+698 25 0 41 17.98 N, 85 0 ββ 49.71 E Ground Water Sampling Locations
Annex 20a 360 Description of Surface Water S. no. Sampling Location Location Code Geographical Location 1 Nearby Samsan Ghat upstream SWQ1 25 0 γ4 0γ N, 85 0 16 44 E 2 Ganga River, Downstream SWQ2 25 0 γβ 45 N, 85 0 17 10 E Location of Surface Water Quality
361 Annex 20a Soil Sampling Locations S. No. Location Code Name of the Location Geographical Location 1 S1 Zero Point (Near Didarganj) Chainage 0+000 25 0 33 γ1.46 N, 85 0 5 βγ.16 E 2 S2 Sabalpur Village Chainage 1+250 25 0 γγ 5β.γ5 N, 85 0 16 1.17 E 3 S2 Mathurapur 11+100 25 0 γ7 11.78 N, 85 0 14 γ7.44 E 4 S4 Sarmastpur 19+698 25 0 41 17.98 N, 85 0 ββ 49.71 E Soil Sampling Location Maps
Annex 20b 362 ANNEX 20B: UPDATED SAMPLING LOCATIONS (AUGUST 2017) Sampling Code Sampling Locations Geographical location Air Location A1 Zero Point (Near Didarganj) 25 0 γγ γ1.46 N, 85 0 5 βγ.16 E Chainage 0+000 A2 Sabalpur Village Chainage 1+250 25 0 γγ 5β.γ5 N, 85 0 16 1.17 E A3 Raghopur Chainage 3+849 25 0 γ4 47.88 N, 85 0 17 16.04 E A4 Mathurapur 11+100 25 0 γ7 11.78 N, 85 0 14 γ7.44 E A5 Sarmastpur 19+698 25 0 41 17.98 N, 85 0 ββ 49.71 E Noise Locations NQ-1 Zero Point (Near Didarganj) 25 0 γγ γ1.46 N, 85 0 5 βγ.16 E Chainage 0+000 NQ-2 Raghopur Chainage 3+849 25 0 γ4 47.88 N, 85 0 17 16.04 E NQ-3 Sabalpur Village Chainage 1+250 25 0 γγ 5β.γ5 N, 85 0 16 1.17 E NQ-4 Mathurapur 11+100 25 0 γ7 11.78 N, 85 0 14 γ7.44 E NQ-5 Sarmastpur 19+698 25 0 41 17.98 N, 85 0 ββ 49.71 E Ground water Sampling Locations W1 Zero Point (Near Didarganj) 25 0 γγ γ1.46 N, 85 0 5 βγ.16 E Chainage 0+000 W2 Sabalpur Village Chainage 1+250 25 0 γγ 5β.γ5 N, 85 0 16 1.17 E W3 Raghopur Chainage 3+849 25 0 γ4 47.88 N, 85 0 17 16.04 E W4 Mathurapur 11+100 25 0 γ7 11.78 N, 85 0 14 γ7.44 E W5 Sarmastpur 19+698 25 0 41 17.98 N, 85 0 ββ 49.71 E Surface water Sampling Locations 1 Nearby Samsan Ghat upstream 25 0 γ4 0γ N, 85 0 16 44 E 2 Ganga River, Downstream β50γβ 45 N, 85017 10 E Soil Sampling Locations S1 Zero Point (Near Didarganj) 25 0 γγ γ1.46 N, 85 0 5 βγ.16 E Chainage 0+000 S2 Sabalpur Village Chainage 1+250 25 0 γγ 5β.γ5 N, 85 0 16 1.17 E S2 Raghopur Chainage 3+849 25 0 γ4 47.88 N, 85 0 17 16.04 E S4 Mathurapur 11+100 25 0 γ7 11.78 N, 85 0 14 γ7.44 E S5 Sarmastpur 19+698 25 0 41 17.98 N, 85 0 ββ 49.71 E
363 Annex 21 ANNEX 21: BRICK KILN LOCATION ALONG THE SOUTHERN SIDE OF THE PROJECT