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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.

IND: Bihar New Ganga Bridge Project...X The entire Ganga River is a known habitat of the endangered Gangetic Dolphin (Platanista gangetica ssp. Gangetic) About 709 trees will be cleared

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  • 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; disfiguration of landscape by road embankments, cuts, fills, and quarries?

    X

    ▪ 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) About 709 trees will be cleared (Annex 4)

    ▪ alteration of surface water hydrology of waterways crossed by roads, resulting in increased sediment in streams affected by increased soil erosion at construction site?

    X 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.

    ▪ deterioration of surface water quality due to silt runoff and sanitary wastes from worker-based camps and chemicals used in construction?

    X All wastewater from the construction camps should be treated to meet surface water quality standards prior to disposal.

    ▪ increased local air pollution due to rock crushing, cutting and filling works, and chemicals from asphalt processing?

    X Short-term increase in dust from rock crusher, materials handling and storage, and cement plants.

    ▪ 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?

    X 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.

    ▪ noise and vibration due to blasting and other civil works?

    X 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) prepared for the project, 118.08 hectares of land will be required for the project.

    ▪ dislocation and compulsory resettlement of people living in right-of-way?

    X

  • 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 in living conditions in the project areas that may trigger cases of upper respiratory problems and stress?

    X The alluvial soil is prone to re-suspension from unpaved road travel and wind erosion. Adequate dust suppression must be implemented.

    ▪ hazardous driving conditions where construction interferes with pre-existing roads?

    X 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.

    ▪ 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?

    X 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.

    ▪ creation of temporary breeding habitats for diseases such as those transmitted by mosquitoes and rodents?

    X 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.

    ▪ accident risks associated with increased vehicular traffic, leading to accidental spills of toxic materials?

    X 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.

    ▪ increased noise and air pollution resulting from traffic volume?

    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.

    ▪ increased risk of water pollution from oil, grease and fuel spills, and other materials from vehicles using the road?

    X Discounting major accidents, oil and heavy metals discharges from road users are minimal and in trace amounts.

    ▪ social conflicts if workers from other regions or countries are hired?

    X Sourcing of labourers within the city and state will be prioritized to reduce the number of migrant workers and the size of construction camp.

    ▪ large population influx during project construction and operation that causes increased burden on social infrastructure and services (such as water supply and sanitation systems)?

    X Not expected as only skilled workers will be brought by the contractor and majority of the labourers will be sourced from the City.

    ▪ 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?

    X Other than fuel and lubricants, there are hazardous materials that are needed in the construction of the bridge.

    ▪ 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 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:

    creening Questions Score Remarks1 Location and Design of project

    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?

    2 The preferred alignment was based, among others, on channel stability.

    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.)?

    2 The embankment and bridge heights were based on HFL and navigational requirements.

    Materials and Maintenance

    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)?

    0 Predicted change in climate based on Climate Wizard would not affect construction materials selection.

    Would weather, current and likely future climate conditions, and related extreme events likely affect the maintenance (scheduling and cost) of project output(s) ?

    1 Siltation of the two channels will increase maintenance cost for navigation. The diara has history of breaching.

    Performance of project outputs

    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?

    0 Unlikely

    Options for answers and corresponding score are provided below:

    Response Score

    Not Likely 0 Likely 1 Very Likely 2

    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 NH3) 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 NO2 one-year average in ecologically sensitive areas where the NAAQS requirements are more stringent.

    Table A2. 1: Ambient Air Quality standards of WB EHS Vs. the GOI NAAQS Ambient Air

    Quality Parameter

    Averaging Period

    WB Guideline Value GOI Standards for Industrial,

    Residential, Rural and Other Areas

    GoI Ecologically Sensitive Area

    (notified by Central Government)

    Sulfur dioxide (SO2) (ug/m3)

    24-hr

    125 (Interim target 1)

    80

    80 50 (Interim target 2) 20 (guideline)

    10 min 500 (guideline) Annual None 50 20

    Nitrogen dioxide (NO2) (µg/m3)

    1 Year 40 (guideline) 40 30 24 Hour None 80 80 1 Hour 200 (guideline)

    PM10 (µg/m3)

    1 Year

    70 (Interim target 1)

    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/m3) 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) (µg/m3)

    8-hr daily max 160 (Interim target 1) 100 (guideline) 100 100

    Lead (Pb) µg/m3)

    Annual 0.5 0.5 24 hours 1.0 1.0

    Carbon Monoxide (CO) µg/m3

    8 hours 2000 2000

    1 hour 4000 4000 Ammonia (NH3) µg/m3

    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. No.

    Substance/ Characteristic Desirable Limit Permissible

    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 mg/lit)

    600 600

    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 C6H6OH) mg/l Max

    0.001 0.002

    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 MBAS) mg/l

    0.2 1.0

    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

    ANNEX 5: RECORD OF PUBLIC CONSULTATIONS

    A. Photolog of Consultation

    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

  • Annex 5 262

    v. List of Participants in FGD at Shyampur Village

  • 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

    ANNEX 6: ENVIRONMENTAL MANAGEMENT PLAN

    Environmental Issue/

    Component

    Avoidance/Mitigation/ Compensation Measures

    Reference to laws/ guideline

    Location Monitoring indicators

    (MI)/ Performance Target (PT)

    Monitoring Methods

    Mitigation Costs

    Institutional Responsibility Implementation Supervision

    A. DESIGN AND PRE-CONSTRUCTION STAGE 1. Establishment of Contractors Environmental Management System

    1.1 Establishment of Environmental Management System

    Upon contract award, Contractors shall be advised by BSRDCL on the EMP requirements. 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.

    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

    Review the Contractors Environmental Management System

    Part of contractor’s costs

    Contractor BSRDCL

    1.2 Conduction of further studies and

    Since the EPC contractor will prepare the detailed

    MI: Updated EIA report

    Review the updated

    Part of contractor’s

    Contractor PMAE, BSRDCL

  • 279 Annex 6

    Environmental Issue/

    Component

    Avoidance/Mitigation/ Compensation Measures

    Reference to laws/ guideline

    Location Monitoring indicators

    (MI)/ Performance Target (PT)

    Monitoring Methods

    Mitigation Costs

    Institutional Responsibility Implementation Supervision

    investigations 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

    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

    EIA and Baseline Biodiversity study report

    costs

  • Annex 6 280

    Environmental Issue/

    Component

    Avoidance/Mitigation/ Compensation Measures

    Reference to laws/ guideline

    Location Monitoring indicators

    (MI)/ Performance Target (PT)

    Monitoring Methods

    Mitigation Costs

    Institutional Responsibility Implementation Supervision

    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 (pre-construction) data on the air, water and soil quality and noise levels on the construction camp sites, construction sites and approach roads

    and approach roads.

    1.3 Contractor Personnel and Resources

    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

    MI Nomination of environmental persons. PT

    Site inspection and discussion with contractor’s staff

    Included in Contractors manpower costs

    Contractor PMAE, BSRDCL

  • 281 Annex 6

    Environmental Issue/

    Component

    Avoidance/Mitigation/ Compensation Measures

    Reference to laws/ guideline

    Location Monitoring indicators

    (MI)/ Performance Target (PT)

    Monitoring Methods

    Mitigation Costs

    Institutional Responsibility Implementation Supervision

    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).

    Environment persons are present on all active construction sites always

    1.4 Contractors training and awareness raising programs

    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

    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

    Review CRAW report, attendance sheets, certificate for all ground breaking activity

  • Annex 6 282

    Environmental Issue/

    Component

    Avoidance/Mitigation/ Compensation Measures

    Reference to laws/ guideline

    Location Monitoring indicators

    (MI)/ Performance Target (PT)

    Monitoring Methods

    Mitigation Costs

    Institutional Responsibility Implementation Supervision

    incorporate any additional environmental controls / management requirements identified into the EMP. 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. All workers shall be trained on spill response. The contractor shall maintain spill response kits in all worksites.

    1.5 Preparation of sub-plans

    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

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    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

    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 2.1 Design of approach road. Design type (high embankment or viaduct type or others) can create problems of soil erosion, poor

    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,

    Design requirement

    Approach roads on the northern and southern side of main bridge

    MI: Final design that will be adopted along with justifications and rationale behind selecting the respective

    Review of existing preliminary design, conduction of field assessments and

    To be included in EPC contractor’s costs

    Contractor

    BSRDCL and PMAE

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    drainage, worsen flooding, road safety issues, negatively affect nearby agricultural fields and create a barrier for people and domestic animals and wildlife.

    drainage, creating barrier for agricultural activities, people, domestic animals and wildlife.

    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

    preparation of detailed design

    2.2 Land acquisition and livelihood loss to affected persons

    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

    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.

    Approach road location in Kachhi Dargah village (southern side) and Bidupur village (northern side)

    MI: Payment of compensation and assistance to DPs as per RP Number of complaints/grievances related to compensation and resettlement PT: Minimal number of complaints/grievances. All cases of resettlement and

    Check LA records; design drawings vs land plans; Interview with affected persons Check status of employment given to local people during construction

    Included under project budget for resettlement

    BSRDCL and Resettlement NGO

    BSRDCL, PMAE

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    rehabilitation if any are resolved at GRC level. No case referred to arbitrator or court.

    3. Design and planning of the main bridge 3.1 Land acquisition and livelihood loss to affected persons in diara

    The access routes connecting the road in the diara to the main bridge 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

    The Right to Fair Compensation and Transparency in Land Acquisition, Rehabilitation and Resettlement Act, 2013. and ADB’s Involuntary Resettlement policy.

    Raghopur diara

    MI: Payment of compensation and assistance to DPs as per RP

    Number of complaints/grievances related to compensation and resettlement PT: Minimal number of complaints/grievances. All cases of resettlement and rehabilitation if any are resolved at GRC level. No case referred to arbitrator or court.

    Check LA records; design drawings vs land plans; Interview with affected persons Check status of employment given to local people during construction

    Included under project budget for resettlement

    BSRDCL and implementing NGO

    BSRDCL, PMAE

    3.2 Impacts on wildlife – Gangetic Dolphin, Gangetic

    The bridge design must consider having none or minimal impacts on the

    Bridge alignment in the Ganga

    MI: Final design of the bridge.

    Review of: design of the bridge

    To be included in the EPC

    Contractor

    PMAE, BSRDCL,

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    turtle, gharial and other mammals, migratory birds, fishes, reptiles and benthic organisms

    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

    river and Raghopur diara

    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/equipment will be far below levels that can cause injury to dolphins and

    substructure and superstructure; construction method planned and list of equipment to be used; wildlife sighting plan

    contractor’s costs

    External Monitor Ecology

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    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.

    other endangered species. There will be a clear and comprehensive management plan for wildlife sighting.

    4. Design of Road Safety Features 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

    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

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    IRC SP: 35-1997: Road Markings IRC SP: 103-1988: Guidelines for Pedestrian Facilities IRC SP: 67-2001: Code of Practice for Road Signs

    PT: Road safety features included to minimize interactions between the new bridge traffic and local traffic and pedestrians

    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,1974and its amendments 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 “no-go” zones

    Review of construction camp layout plan

    To be included in the EPC contractor’s costs

    Contractor PMAE, BSRDCL

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    establishment of the camp sites. Contractors shall clearly delineate the boundary of their lay down areas on-site and install sufficient contractor signage to indicate responsibility for such areas.

    Act 1996

    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/grievances related to compensation and resettlement or leasing of land PT: Minimal number of complaints/grievances. All cases of resettlement

    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

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    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

    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.

    Bridge pier foundation in and piers in the river Raghopur diara

    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

    Review of additional hydrological studies, design of soil stabilization works, and design of bridge foundation

    To be included in the EPC contractor’s costs

    Contractor PMAE, BSRDCL

    7. Climate Change Risks 7.1 Future climate changes may cause

    Recommendations of the climate risk assessment

    Bridge and approach

    MI: climate risks

    Review of bridge and

    To be included in

    Contractor PMAE, BSRDCL

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    damage to the bridge and approach roads

    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

    roads location

    considered in bridge and road design PT: Recommendation of EIA incorporate and additional studies carried out as necessary

    access roads design

    EPC contractor’s costs

    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

    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.

    Project influence area

    MI: BCP PT: Comprehensive and clear BCP with activities targeted at conserving endangered species in the project area.

    Review of the BCD

    To be included under project costs for Biodiversity NGO and external monitoring agencies.

    External Monitor for Environment Safeguards or Biodiversity NGO

    PMAE, BSRDCL, External Monitor Ecology, Local Biodiversity Experts

    9. Cutting of trees 9.1 Need for cutting of trees.

    ▪ 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

    Forest Conservation Act, 1980

    Throughout the project area Total number of affected trees=709 Plantation sites along approach

    MI: Budget amount allocated for compensatory afforestation and additional plantation PT: Budget allocation is adequate,

    Check budget provision for compensatory afforestation and additional plantation.

    To be covered by contractor

    Tree cutting maybe done by contractor under technical guidance of the local Forestry Department

    PMAE, BSRDCL, Local Biodiversity Experts

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    Forestry Department ▪ Provision for

    additional compensatory plantation on 1: 8 basis to be implemented by contractor

    roads and other areas

    10. Shifting of Utilities 10.1 Disruption of utility services to local community

    ▪ 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

    Project requirement

    Along the approach roads on the northern and southern side of the bridge location

    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

    Interaction with concerned utility authorities and local public

    Project costs for utility shifting

    Contractor in collaboration with BSRDCL

    PMAE, BSRDCL

    B. CONSTRUCTION STAGE 11. Air Quality

    11.1 Dust Generation due to construction activities and transport, storage and handling of construction materials

    ▪ Transport, loading and unloading of loose and fine materials through covered vehicles.

    ▪ Paved approach roads. ▪ Storage areas to be

    located downwind of

    MORTH Specifications for Road and Bridge works Air (P and CP) Act

    Crushing plant sites, approach road areas, borrow material storage

    MI: PM10 level measurements Complaints from locals due to dust

    PT: PM10

    Standards CPCB methods Observations Public consultatio

    Included in civil works cost

    Contractor

    PMAE, BSRDCL

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    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

    1974 and Central Motor and Vehicle Act 1988

    areas level

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    12. Noise 12.1 Disturbance to local residents and sensitive receptors due to excessive noise from construction activities and operation of equipment and machinery

    • 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 multi-layered plantation, to serve as mitigation option for operation

    Legal requirement Noise Pollution (Regulation and Control) Rules, 2000 and amendments thereof + Clause No 501.8.6. MORT&H Specifications for Road and Bridge works

    Throughout project area especially at construction sites, residential and identified sensitive locations.

    MI: day and night Noise levels. Number of complaints from local people

    PT: Zero complaints or no repeated complaints by local p