GOVERNMENT OF COMMERCE & TRANSPORT (COM) DEPARTMENT

OFFICE OF THE EXECUTIVE ENGINEER (CIVIL) PORTS & IWT, SOUTH DIVISION, BERHAMPUR

EIA/EMP study report for Establishment of Passenger Jetty & Public Rain Shelter at Baradia in Kendrapada District R E P O R T

The Directorate of Ports & Inland Water Transport under Commerce & Transport (Com) Department in Government of Odisha provides landing & berthing facilities for launches, mechanized boats, country boats along the Odisha coast by improving the existing ferry ghat to passenger Jetty & Public Rain Shelter.

Baradia in Kendrapada district is situated on the right bank of River Baitarani. Commerce & Transport (Com) Department has provided motor launches services from to Talchua via Baradia & vice versa to facilitate the communication system through Inland Water Transport as there is no road connectivity to Baradia & its nearby villages from Chandabali, Dhamara & Talchua. Since long, there is a small stone masonry ferry ghat used by the local public. The passengers are facing a lot of difficulties to get-in & get-down especially in low tide situation throughout the year. Hence, it is proposed to improve the old existing ferry ghat into all weather RCC Jetty (for landing & berthing of launches) & Public Rain Shelter (for waiting & sheltering of passengers) for the convenience of the public with an estimated cost of Rs.208.00 Lakh.

The area earmarked to establish Jetty & Public Rain Shelter at Kasturikana is coming under Part-II, Section 3, Sub-section (ii) of dated the 6th January, 2011, Para- 3(i) (a)-Those directly related to waterfront or directly needing foreshore facilities & Para 8(I) CRZ-I-(ii) (b) -Construction of Jetty/Construction of public rain shelter is within the permissible activities which is not ecologically sensitive and the area adjoining is coming under CRZ-III. As the motor launch are already in service since long, no further environment impact is expected by constructing this small Jetty.

Hence required environment clearance may please be accorded.

Executive Engineer(C) Director Ports & IWT, South division Ports & IWT, Odisha Berhampur Bhubaneswar

Page 1 of 18 Annexure-IV

Form-I for seeking Clearance for project attracting CRZ notification

Basic information : Commerce & Transport (Com) Department has decided to give facilities to the people of coastal belt those who are using water way for their lively hood in day to day life by constructing the passenger Jetty and Public Rain Shelter in different districts of coastal Odisha.

Name of the Project : Improvement to Passenger Jetty & Public Rain shelter at Baradia in Kendrapada District. Location or site alternatives : Baradia Lat. 20°44'20.22" N Long. 86°45'07.87" E under consideration Size of the project (in terms : 0.200 acre. of total area) CRZ classification of the : CRZ-I(B) Intertidal & CRZ-III & CRZ-IV(B) (CRZ Map area attached in ANNEXURE-I ) Expected cost of the project : Rs.2.08 crore Contact Information : Executive Engineer (Civil), Ports & IWT, South Division, Berhampur, Ph No 0680-2404455 (II) Activity 1. Construction, operation or decommissioning of the Project involving actions, which will cause physical changes in the locality (topography, land use, changes in water bodies, and the like) Sl. No. Information/Checklist confirmation Yes/No Details thereof (with approximate quantities/rates, wherever possible) with source of information data

1.1 Permanent or temporary change in land No The local land use plan stipulates as use, land cover to topography including . Infrastructure increase in intensity of land use (with proposed with regional need. respect to local land use plan)

1.2 Details of CRZ classification as per the CRZ-I(B) (Intertidal area) & approved Coastal Zone Management CRZ-III & CRZ-IV(B)-Tidal Plan? influence area

1.3 Whether located in CRZ-I area? Yes CRZ-I(B) along the tidal influence part of the Baitarani River

1.4 The distance from the CRZ-I areas. It is not within/near CRZ-I (A) but within CRZ-I (B)(Inter tidal area) & CRZ-III & CRZ-IV(B)-Tidal influenced part of the Baitarani River.

Page 2 of 18 1.5 Whether located within the hazard zone as No The project itself is directly needed mapped by Ministry of Environment and foreshore facility (Jetty) Forests/National Disaster Management authority?

1.6 Whether the area is prone to cyclone, The area comes within the cyclones, tsunami, tidal surge, seduction, arising from and earthquake etc.? normal coastal plane seismic- III Zone and no record of Tsunami. (Disaster management report attached in ANNEXURE –II) . 1.7 Whether the area is prone for saltwater No ingress?

1.8 Clearance of existing land, vegetation and No The land is free from vegetation and buildings? buildings.

1.9 Creation of new land uses? No The site is presently used as passenger ghat. 1.10 Pre-construction investigations e.g. bore Yes Standard Penetration Test for soil hole, soil testing? investigation executed.

1.11 Construction works? Yes Jetty & public rain shelter is to be constructed.

1.12 Demolition works? No

1.13 Temporary sites used for construction No works or housing of construction workers?

1.14 Above ground buildings, structures or Yes The water front structures with earthworks including linear structures, cut allied facilities as detailed in DPR and fill or excavations have been proposed above Ground Level. 1.15 Underground works including mining or No tunneling?

1.16 Reclamation works? No

1.17 Dredging/reclamation/land filling/disposal No of dredged material etc.?

1.18 Offshore structures? No

1.19 Production and manufacturing processes? No

Page 3 of 18 1.20 Facilities for storage of goods or No materials?

1.21 Facilities for treatment or disposal of solid No waste or liquid effluents?

1.22 Facilities for long term housing of No operational workers?

1.23 New road, rail or sea traffic during No construction or operation?

1.24 New road, rail, air waterborne or other No transport infrastructure including new or altered routes and stations, ports, airports etc? 1.25 Closure or diversion of existing transport No routes or infrastructure leading to changes in traffic movements?

1.26 New or diverted transmission lines or No pipelines? 1.27 Impoundment, damming, culverting, No realignment or other changes to the hydrology of watercourses or aquifers?

1.28 Stream and river crossings? No

1.29 Abstraction or transfers of water form No ground or surface waters?

1.30 Changes in water bodies or the land No The structure will be constructed surface affecting drainage or run-off? over the RCC pile foundation (framed structure) for free water movement & avoid siltation.

1.31 Transport of personnel or materials for Yes Transport of materials for civil construction, operation or construction required during decommissioning? construction period. 1.32 Long-term dismantling or No decommissioning or restoration works?

1.33 Ongoing activity during decommissioning No which could have an impact on the environment? 1.34 Influx of people to an area in either No The people will use the jetty as per temporarily or permanently? previous normal day to day use with better safety condition. 1.35 Introduction of alien species? No

Page 4 of 18 1.36 Loss of native species or genetic No diversity?

1.37 Any other actions? No

2. Use of Natural resources for construction or operation of the Project (such as land, water, materials or energy, especially any resources which are non-renewable or in short supply):

Sl. No. Information/Checklist confirmation Yes/No Details thereof (with approximate quantities/rates, wherever possible) with source of information data. 2.1 Land especially undeveloped or No Kissam- Jalachara, Govt. land agricultural land(ha) 2.2 Water (expected source & competing Yes 3-5 KLD for constructional phase users) unit: KLD from existing water supply and 0.50 KLD of Water for operational phase will meet from existing water source. 2.3 Minerals (MT) No 2.4 Construction material- stone, Yes During construction granite stone & aggregates, sand/soil (expected source- stone aggregates, Sand will be MT). meeting from nearby approved quarries. 2.5 Forests and timber (source-MT) No 2.6 Energy including electricity and fuels No Day time operation only (source, competing users) Unit: fuel(MT), energy(MW) 2.7 Any other natural resources(use No appropriate standard units) 3. Use, storage, transport, handling or production of substances or materials, which could be harmful to human health or the environment or raise concerns about actual or perceived risks to human health.

Sl. No. Information/Checklist confirmation Yes/No Details thereof (with approximate quantities/rates, wherever possible) with source of information data 3.1 Use of substances or materials, which No are hazardous( as per MSIHC rules) to human health or the environment(flora, fauna, and water supplies)

Page 5 of 18 3.2 Changes in occurrence of disease or No affect disease vectors (e.g. insect or water borne diseases)

3.3 Affect the welfare of people e.g. by No Rather it will positively facilitate changing living conditions? living condition of the people.

3.4 Vulnerable groups of people who could No Rather this group of people will be be affected by the project e.g. hospital benefited. patients, children, the elderly etc.,

3.5 Any other causes, that would affect No local communities, fisher folk, their livelihood, dwelling units of traditional local communities etc.

4. Production of solid waste during construction or operation or decommissioning (MT/month)

Sl. No. Information/Checklist confirmation Yes/No Details thereof (with approximate quantities/rates, wherever possible) with source of information data.

4.1 Spoil, overburden or mine wastes No

4.2 Municipal waste (domestic and or No commercial wastes)

4.3 Hazardous wastes ( as per Hazardous No Waste Management Rules)

4.4 Other industrial process wastes No

4.5 Surplus product No

4.6 Sewage sludge or other sludge from No effluent treatment

4.7 Construction or demolition wastes Yes Construction garbage will be generated which will use to fill the low lying land.

4.8 Redundant machinery or equipment No

4.9 Contaminated soils or other materials No

Page 6 of 18 4.10 Agricultural wastes No

4.11 Other solid wastes No

5. Release of pollutants or any hazardous, toxic or noxious substances to air (Kg/hr)

Sl. No. Information/Checklist confirmation Yes/No Details thereof (with approximate quantities/rates,wherever possible) with source of information data 5.1 Emissions from combustion of fossil No fuels from stationary or mobile sources 5.2 Emissions from production processes No 5.3 Emissions from materials handling Yes Very small amount of dust during including storage or transport transportation of materials will be generated. 5.4 Emissions from construction activities Yes It will be minimized by covering the including plant and equipment transport vehicles & spreading water during loading & unloading. Moreover, it will be only during construction phase (day time) and effect is negligible. 5.5 Dust or odors from handling or No Mitigation measures will be taken to materials including construction cover the transport vehicles & water materials, sewage and waste sprinkling will be done during loading & unloading to reduce the release of dust to atmosphere. 5.6 Emissions from incineration of waste No 5.7 Emissions from burning of waste in No open air ( e.g. slash materials, construction debris) 5.8 Emissions from any other sources No

6. Generation of Noise and Vibration, and Emissions of Light and Heat: Sl. No. Information/Checklist confirmation Yes/No Details thereof (with approximate quantities/rates, wherever possible) with source of information data

6.1 From operation of equipment e.g. Yes During operation of construction engines, ventilation plant, crushers equipments like concrete mixer & vibrator will generate negligible noise. 6.2 From industrial or similar processes No

Page 7 of 18 6.3 From construction or demolition Yes Negligible amount of sound will be generated. It will be minimized by acoustic covering. 6.4 From blasting or piling Yes Piling by boring machine. It will be minimized by acoustic covering. 6.5 From construction or operational traffic No Negligible transport of construction material (500MT within 11 months) 6.6 From lighting or cooling systems No

6.7 From any other sources No

7. Risks of contamination of land or water from releases of pollutants into the ground or into sewers, surface waters, groundwater, coastal waters or the sea:

Sl. No. Information/Checklist confirmation Yes/No Details thereof (with approximate quantities/rates, wherever possible) with source of information data 7.1 From handling, storage, use or spillage No of hazardous materials

7.2 From discharge of sewage or other No effluents to water or the land (expected mode and place of discharge)

7.3 By deposition of pollutants emitted to No air into the land or into water

7.4 From any other sources No

7.5 Is there risk of long term build up of No pollutants in the environment from these sources?

8. Risk of accidents during construction or operation of the Project, which could affect human health or the environment.

Sl. No. Information/Checklist confirmation Yes/No Details thereof (with approximate quantities/rates, wherever possible) with source of information data

8.1 From explosions, spillages, fires etc. No from storage, handling, use or production of hazardous substances

8.2 From any other causes No

Page 8 of 18 8.3 Could the project be affected by natural No Considering the threat of flood, disasters causing environmental earthquake, cyclone etc. the design damage (e.g. , earthquakes, of the project component is landslides, cloudburst etc)? prepared.

9. Factors which should be considered (such as consequential development) which could lead to environmental effects or the potential for cumulative impacts with other existing or planned activities in the locality

Sl. No. Information/Checklist confirmation Yes/No Details thereof (with approximate quantities / rates, wherever possible) with source of information data

9.1 Lead to development of supporting. No There is no chance of Consequential Liabilities, ancillary development or development which could lead to development stimulated by the project environmental effects or potential which could have impact on the for cumulative impacts as there is no environment e.g. Supporting such ancillary developments as infrastructure (roads, power supply, mentioned in this Para. waste or waste water treatment, etc.) Housing development extractive industries supply industries other

9.2 Lead to after-use of the site, which No could have an impact on the environment

9.3 Set a precedent for later developments No Such activities have been initiated earlier for the benefit of public.

9.4 Have cumulative effects due to No proximity to other existing or planned projects with similar effects.

III. Environmental Sensitivity

Sl. No. Information/Checklist confirmation Name/ Aerial distance (within 15km) Proposed project location Identity boundary

1 Areas protected under international conventions, national or local legislation for their ecological, landscape, cultural or other related value

Page 9 of 18 2 Areas which are important or sensitive for ecological reasons - Wetlands, watercourses or other water bodies, coastal zone, biospheres, mountains, forests

3 Areas used by protected, important or sensitive species of flora or fauna for breeding, nesting, foraging, resting, over wintering, migration

4 Inland coastal, marine or underground waters

5 State, National boundaries 6 Routes or facilities used by the public for access to recreation or other tourist, pilgrim areas 7 Defense installations 8 Densely populated or built-up area Rajkanika 06Km Block 9 Areas occupied by sensitive man-made Rajkanika 06 Km, land uses (hospitals, schools, places of Block worship, community facilities) 10 Areas containing important, high quality or scarce resources ( ground water resources, surface resources, forestry, agriculture, fisheries, tourism, minerals) 11 Areas already subjected to pollution or environmental damage.(those where existing legal environmental standards are exceeded) 12 Areas susceptible to natural hazard which could cause the project to present environmental problems (earthquakes, subsidence, landslides, erosion, flooding or extreme or adverse climatic conditions)

Executive Engineer(C) Ports & IWT, South Division, Berhampur

Page 10 of 18 ENVIRONMENT IMPACT ASSESSMENT STUDY FOR REMODELLING OF EXISTING JETTY AT BARADIA IN KENDRAPADA DISTRICT

The purpose of this study is to provide means for assessing the physical, biological and socio- economic impact of the proposed jetty (remodeling of existing one) at Baradia in Kendrapada District, in conformity with the existing and amended CRZ Notification (Govt of , MoEF) for sustainable development of navigation system of Odisha as well as to create an eco-friendly environment among the tourist vs. local public. The proposed activity is environmentally sound exclusively non-polluting, holding perceptible threats to the natural environment around and or aquatic bio-diversity in the coast.

1. Location of Site : Baradia in Kendrapada District

1.1 Geographical Condition : Lat. 20°44'20.22" N

Long. 86°45'07.87" E

1.1.1 Extent of land required (in Acres) : 0.200

Land Schedule:

Thana Khata No Plot No Mouza Kissam Area in Ownwership Acre Rajkanika- 21 Baradia Jalachara 0.200 Govt land 121 (Baitarani River)

1.1.2 Enclose a village map making the : Village map indicating the location is land proposed to be covered under enclosed in ANNEXURE-III) the project.

1.2 Furnish land schedule of the : East:- Baitarani River surrounding plots.(In the pro-forma West:-Plot No 266 given under 1.1.1) North:- Baitarani River South:- Plot No 21(Rest portion)

1.3.1 Whether the required land is vacant : Yes, (Govt. land)

1.3.2 If so, the type and extent of : 0.200 Ac.(Govt. Land) occupancy to be described.

1.3.3 If there is any human settlement of : No the land or part of the land, if so, the type of people residing their housed to be described

1.3.4 Whether the project has a human : No Vacant Land resettlement plan for rehabilitation

Page 11 of 18 of the people occupying the area proposed to be covered, Supply.

1.3.5 Whether the land or part the land : No proposed to be covered is used for any economic activity or any other activity. Indicate the extent of such use and the manner of compensation proposed, in the event of displacement of the people from the land.

2. Extent of fulfillment of Coastal : The proposed project is in agreement with Regulation Zone (as defined in the CRZ regulation as under CRZ category-I (B)- MOEF) 2011 intertidal area, CRZ (III) & CRZ-IV (B) - Tidal influence

2.1 Whether there is any CRZ : Yes, CZMP, Odisha has been approved by Management Plan for Odisha. MoEF

2.1.1 If the proposed project is among the : Yes, the proposed project falls within the permissible activities under CRZ permissible activities under latest CRZ Notification. Notification.

2.1.2 If yes, quote the provisions of the : Para-3(i) (a) – Those directly related to CRZ Notification. waterfront or directly needing foreshore facilities. Explanation: The expression “foreshore facilities” means those activities permissible under this notification and they require waterfront for their operation such as ports & harbors, Jetties, quays, wharves, erosion control measures, breakwater, pipeline, lighthouses, navigational safety facilities, coastal police stations and the like;

Para 8(I) CRZ-I-(ii) (b) -Construction of dispensaries, schools, Public Rain Shelter, community toilets, bridges, roads, jetties, water supply, drainage, sewerage which are required for traditional inhabitants living within the biosphere reserves after obtaining approval from concerned CZMA.

Page 12 of 18 2.2 Whether the proposed project is : No. located within ecologically sensitive It is coming under CRZ-I(B)Intertidal area. and important areas defined in (Areas between LTL & HTL which are not CRZ-I (Category-I). ecologically sensitive as per Para-8(I)(ii) of CRZ Notification-2011) If so which. Existing or proposed Marine Parks. : No

Existing or proposed National : No Parks. Existing or proposed Sanctuaries. : No

Existing or proposed Reserve : No Forest.

Existing or proposed Wild life : No habitat.

Existing or proposed Mangrove : No Coral Reefs.

2.3 Whether the proposed project is : No located close to any of the following as defined CRZ-I (Category-I)

2.3.1 Breeding the spawning grounds of : No fish, if so the distance.

2.3.2 Breeding the spawning grounds of : No other marine life, if so the distance.

2.3.3 Historical heritage, if so the : No distance.

2.3.4 Area rich in genetic diversity, if so : Bhitarakanika(Ramsar site)-15 Km in water the distance. way

2.3.5 Area of outstanding natural beauty, : Bhitarakanika(Ramsar site)-15 Km in water if so the distance. way

2.3.6 Area likely to be inundated due to : No such report available. rise in sea level consequent up to global warming declared by Central Government or concerned authorities of State Government.

2.4 Whether the proposed project comes : No under developed Area & classified

Page 13 of 18 as CRZ II (Category-II) as defined in CRZ. Notification which includes areas that have already been developed up to or close to the shore line.

2.4.1 Whether any new building is : NA proposed on the seaward side of the existing or proposed roads or seaward side of the existing structures.

2.4.2 Whether building on the land-ward : NA side of the existing and proposed roads & existing authorized structures are in accordance with existing local town and country planning regulations. Give details.

2.4.3 Whether the project envisages : NA reconstruction of the authorized buildings. If so whether it is in accordance with the existing FSI/FAR norms. Give details.

2.4.4 Whether the design and : The design of the structure is in tune with the constructions are consistent with the local landscape and the structural details are surrounding landscape. Furnish provided in the DPR. details.

2.5 Whether the proposed project comes : No under CRZ III (Category-III) of CRZ Notification which includes areas which are relatively undisturbed & which do not fall in Category I & II like Coastal Zone in rural areas (developed undeveloped) and also areas within Municipal limits or other legally designated urban areas which are not substantially built up. Describe.

2.5.1 Whether the project is located in : The proposed site is located in tidal influence Coastal stretches of sea, boys, of Baitarani River. (CRZ map, Google Map estuaries, creeks which are & Topo sheet attached in ANNEXURE-I, influenced by tidal action ( in the

Page 14 of 18 land ward side).Give description IV & V respectively) and enclose a sketch on the coastal stretch locating the project

2.5.2 Whether there is any proposed : Jetty of size (15m x 5m) between CRZ-III, construction or excavation CRZ-I(B) and CRZ-IV(B). Rain shelter of envisaged in the project in the land area 50 sqm above the jetty on CRZ-I(B) area between LTL & HTL. List out such constructions/excavation indication the quantity of work & purpose.

2.5.3 Whether there is any proposed : The jetty having water front structure will be construction or excavation between LTL & HTL. envisaged in the project within 200M of HTL on the land ward side. List out such Constructions / excavation indication the quantity of work & purpose. 2.5.4 Whether there is any proposed : NA construction or excavation envisaged in the project in the land between 200M. &500m.of HTL on the land ward side. List out such Constructions / excavation indication the quantity of work & purpose. 2.5.5 Whether the project envisaged : NA construction/excavation activity in the land beyond 500M.of HTL on the land ward side. List out such Constructions / excavation indication the quantity of work & purpose.

3 PROJECT DESCRIPTION. :

3.1 Overall aim of the project. : Government of Odisha, Commerce & Transport (Com) Department decides to develop the socio-economic condition of the local people using the water way for their daily lively hood & to create safety during transportation by improving the jetties..

3.2 The necessity for the project. : Government of Odisha has provided boarding and landing facilities (Stone pitching ferry

Page 15 of 18 ghat) at Baradia since long which is to be improved with RCC piled Jetty. Due to increase in traffic/passengers as well as for safe landing & boarding of launch and passengers, Government of Odisha now decides to Modernize, which will be helpful for the people.

3.3 Whether there is any alternative to : No the project, which can serve the projects aim. If yes, give details. If so give reasons.

3.4 Project period. : 11 months from its commencement.

3.5 That are details of the project : 1st Six months - Sub-Structure including construction excavation nd etc. and the annual phases in which 2 Five months - Super Structure these have to completed.

4.1 Total cost of the project. : 2.08 Crore

4.2 Source of funding. : STATE GOVERENMENT

4.3 Implementing agency. : Director of Ports & IWT under Commerce & Transport Department, Odisha, Bhubaneswar.

5 Describe the activities of each : component when the project is fully completed.

Jetty : Safe landing/berthing of Motor launch for Communication facility to avail Hospital treatment, Education & Livelihood.

6 What are the expected economic : impacts of the project in the region and the extent of such impact.

6.1 Direct Impact. : Provide platform for easy transportation of men & materials to avail Hospital treatment, Education & Livelihood.

6.2 Indirect Impact. : Uplift socio-economic status of local people & their well-being

Page 16 of 18 7 What is the anticipated beneficial : social impact or the project in the region and the extent of such impact.

7.1 Direct Impact. : Provide platform for easy & economical transportation of men & materials.

7.2 Indirect Impact. : Uplift socio-economic status of local people & any communication for patients, student and daily wage labours.

7.3 The target community which would : The people those who are using jetty & benefit most from the project. waiting hall for crossing the river to access the nearby village for their routine livelihood easily/ hospital, school etc.

8 What are the adverse : . environmental impacts of the project.

8.1 Whether the activities at the project : No . would have any effect on eco- sensitive and important areas as Rather free flow of water will support to defined in CRZ-I(Category-I). If so maintain Bio-diversity the extent of such effect is to be spelt out.

8.2 Whether the activities at the project : No would have any effect on (a) breeding * spawning ground of fish Rather it will be helpful conserving or other marine life or cause & biodiversity by facilitation of breeding/ determent to any nearby historical spawning ground of fish & other marine life heritage and areas of outstanding by free flow of water. natural beauty. If so the extent of such effect is to be spelt out.

8.3 Whether the activities would : produce any waste matter. The nature and volume of emissions of such waste matter per day. Negligible construction debris produced & Solid. those will be used in filling the low lying land Semi-solid. & not expected to cause any environmental Liquid. problem. Gas.

Page 17 of 18 Rate of emission. Volume of emission per day. 8.4 Whether there are any harmful : No substances present in the waste emissions If so the nature of harmful substances and the level of their concentration in the emission.

Type of emission. Name of harmful substances. Level of concentration in the emission.

8.5 Likely effect of the wasted : emissions on the outside plant and animal life.

8.5.1 Direct effect. : Negligible emission - No direct effect expected.

8.5.2 Indirect effect. : No adverse indirect effects also expected.

8.6 Manner of disposal of the waste : No emission/water discharges, therefore no emissions. necessity of specific disposal mechanism and or treatment technology.

8.7 Whether there is any provision for : No waste water is generated. treatment of the waste emission before release into external environment. Give details with plan.

8.8 Whether there is provision in the : No solid waste is generated. project for Environments Monitoring. If so, give details. Also no emission is released to the atmosphere

8.9 Cost of Environmental Monitoring : Provision for Rs 1,00,000.00 (Rupees one plan. lakh ) will be kept for Environmental Monitoring Plan (EMP) and environmental management plan by Commerce & Transport (Com) deptt., Govt. of Odisha.

Executive Engineer(C) Ports & IWT, South Division, Berhampur.

Page 18 of 18

ANNEXURE-II

[ Disaster Management Report, Risk

Assessment and Management Plan ]

Contents

1 History of Disasters in Odisha - An overview 3 1.1 Mapping Major Disasters in Odisha 3 1.1.1 Cyclone 3 1.1.2 Flood 4 1.1.3 Tidal Ingress 4 1.1.4 Earth Quake 5 I .1 .5 Area Affected by Multi Hazards. 5 2 Structural Risk Assessment 6 3 Design Parameters for Multi-Hazard Resistance structure 7 3.1 Sustainable Use. 8 3.2 Accommodation Capacity of Jetty Public Rain Shelter 8 3.3 Location and Orientation of structure 8 3.4 Design and Structural Stability of Jetty & Public Rain Shelter 8 3.5 Structural Specifications 10 3.6 Material Selection 12 3.7 Other Considerations 12 4 Disaster Management Plan 12 4.1 Linkage with Administration 12 4.2 Creation of Management Unit 12 4.3 Linkage with Disaster management unit(state/national) 12

2

I . History of Disasters in Odisha - An overview

Odisha is one of the most disaster affected states in India with periodic occurrence of Food, Cyclone and Tidal Ingression. In recent years Odisha also witness minor earthquakes particularly in coastal belts making in highly vulnerable to multi-hazard disasters.

The state of Orissa is having a geographical area of 1 ,55,707 Sq.km with population of 41,947,358 according to 2011 census. The state has tropical climate characterised by medium to high temperature, high humidity, short and mild winter. The mean annual rainfall is 1503mm.The coastal part of the state is frequently affected by natural disaster like flood and cyclone every year. Its flood prone area in coastal belt is of 41 000 Sq.km. Out of total 31 districts 14 prosperous districts belongs to the affected areas of its coast.

The flood and cyclone in coastal Odisha are the regular features. The rivers in the coastal region have the characteristics of deltaic rivers. Even little rainfall in uplands causes flood in lower deltaic regions. The problem becomes more acute when the flood arisesdue to cyclonic storm. Coastal Odisha falls in the path of severe cyclonic storm originating in the Bay of Bengal, so there is concentration of runoff due to heavy rainfall brought in by cyclonic storm in short duration The unprecedented cyclonic gale, torrential precipitation, high flood, tidal ingress and stagnation cause untold miseries in the coastal Odisha.

1.1 Mapping Major Disasters in Odisha

ICZM Projects being implemented along two coastline stretches, i.e. Gopalpur to Chilika and Dhamara to Paradeep are venerable to Cyclone, Flood, Tidal Ingression and Earthquake as well.

1.1.1 Cyclone

A Cyclone is a very large mass of air with low pressure surrounded by a high pressure air mass. The large whirling mass of air at the centre, where pressure is low is known as Cyclone and acts like a chimney through which air gets lifted, expands, cools and finally gets condensed causing precipitation and Cyclonic gale. Odisha on the east coast along with West Bengal and Andhra Pradesh has the location disadvantage of being in the path of depression of severe cyclonic storms. Severe cyclonic storm occurs when the southwest monsoon recedes or just before the onset of monsoon in late April-May-June spell.

The cyclone on Bay of Bengal normally falls between 5 N.L. to 21 N.L., and since Orissa is situated between 18 N.L. and 20 N.L. this land has experienced almost 952 small and big cyclones, 451 tornadoes between 1891 and 1970. From 1901 to 1981 there were 380 cyclones out of which 272 cyclones were due to depression in Bay of Bengal and in 29 cases those were devastating.

A conservative estimation of the effects of natural disaster reflects that from 1963 to 2013 Orissa has experienced 13 major disasters, which have killed 22,228 people, affected 7,02,97 people and made 3,421 thousand homeless.

3

1.1.2 Flood

Before draining into the Bay of Bengal, all the major rivers of Odisha flow long distances; some of them originate beyond the boundary of the state of Odisha. The intensity of floods inundating the rivers depend much on the topography of the State, the drainage system with low channel capacity, low flood slope, sand banked mouths, high concentration of rainfall in a small number of days in the catchments basin etc.

Between years 1868-1967, there were 262 flood inundations in the state, of which 68 were high floods. 77 of them were medium floods and 117 low floods. In between 1967 to 2011, floods of periodic nature occurred almost every year in be~n 1967-1975, 1977, each year between 1980- 82, 1985, 1990, 1992, 1994, 1995, 2001, 2003, 2006, 2009, 2011 and 2013.

The Flood prone area of the state is assessed at 33.40 Lakh Hectares. , one of the major rivers flowing in the State and its tributaries has the potential to cause major floods. Out of a total geographical area of 15, 571 lakh hectares, 1.40 lakh hectares are very flood prone. The State is also vulnerable to flash floods and landslides.

1.1.3 Tidal Ingress During Cyclone & sometimes due to heavy flood, tidal waves from the sea enter into the land with great force and store over the land for days together. This may cause devastation to structure, loss of life and Crop.

Tidal Ingress better known as storm surge is an offshore rise of water associated with a low pressure weather system, typically tropical cyclones and strong extra tropical cyclones. Storm surges are caused primarily by high winds pushing on the ocean's surface.

Orissa Coast particularly area between Puri and Paradeep is very vulnerable to Tidal Ingress Major damage due to Tidal Ingress was witness in 1971 Cyclone ,1999 Super Cyclone and 2013 PHAILIN.

Surge Values during stormy conditions (Metres above mean sea level)

4

The Super Cyclone of I 999 witnessed a cyclonic gale of 300 kmph. More than 1 0,000 died and 2million people are affected by this Cyclone The tidal surge of 6 to 7 m arising out of wind speed of 300 km/hr swept across a I 00 Km of coastal stretch in Jagatsinghpur and Kendrapara districts, submerging the entire area and destroying all the houses and infrastructures. Saline inundation of 2,00,000 ha. of extremely fertile agricultural land caused wide spread devastation to standing crops of the entire coastal area. Ersama village of Paradeep district is one of the most affected villages in Super Cyclone.

Very Severe Cyclonic Storm Phailin was the strongest named cyclone the Bay of Bengal, caused substantial damage in Andhra Pradesh and Orissa, India, in early October 2013. It was also the most intense cyclone that crossed Indian coast after the . Tropical Cyclone Phailin made landfall in northeastern India on Saturday, but advanced warnings and evacuations may have been what saved hundreds of thousands of lives. While Phailin has weakened into a tropical rainstorm, rainfall from the once-powerful tropical cyclone is finally winding down.The threat for widespread heavy rain and flooding is over across much of northern India, however some areas remain flooded after days of torrential downpours.

1.1.4 Earth Quake

Earthquakes are caused by natural tectonics activities and strike without warning and are thus unpredictable. Major part of ICZM Project area comes under Seismic Zone Ill. Depending on the severity of tremor, degree of devastation varies in earthquake area. However, Orissa has not faced any such severe earthquake in near past.

1.1.5 Area Affected by Multi Hazards

If one looks at the history of disasters in Orissa, one finds a series of various types of disasters that have struck the State over the years with devastating effects. Orissa is also one of the poorest states in India. Its poverty and backwardness, coupled with recurring natural disasters 5

make the State and its people one of the most vulnerable in the country. Rivers such as the Mahanadi, Subarnarekha, Brahmani, Baitarani, Rusikulya and their many tributaries flowing through the state expose vast areas to floods. The 480 Kms coastline exposes the state to cyclones and storm surges. Droughts are also a regular feature and the western districts of the State are prone to repeated droughts. The state is also vulnerable to tornadoes, heat wave, fire, industrial hazards and human epidemics.

35 S N O R I S S A ub er na RIVERS & COASTLINE B r 30 e u kh d a 22N h R a . b 25 a I N D I A la n g sa a Digha 20 is or R .

15 Balasore Balaramgari 21.5N Chandipur B a S 10 it al a an ra d n i i R 70 75 80 85 90 95 100 R . W . es t Be nga 22 l 21N

6 Dhamara 21 Brahmani R. O R I S S A 5 Chandabali Wheeler Islands Kha R. Ekakulanasi 4 rasu ra a R. ipu Bhitarakanika 3 Ma 20 R. Gahirmatha 2 M Birupa aha Hukitola Bay 1 nad 20.5N i R. False Point 19 Chitrotpala R. Bay of Bengal M Hukitola a aha hr D nad nd sh i R. A de e 18 a v Paradeep Pr K i . u R 82 83 84 85 86 87 s P R a ra . b c a h h a i -K y d . a a r

a d R u COASTAL DISTRICTS D i 20N b R a a R g . 1 - Ganjam ar . Bh a 2- Puri lk Konark hi n C oo 3 - Jagatsinghapur ag Puri Surlake Cut 4- Kendrapara L 5- 6- Balasore Ru Satapada sh 19.5N iku lya R. BAY OF BENGAL Chatrapur Gopalpur

R. da hu Icchapuram 19N Ba

84E 84.5E 85E 85.5E 86E 86.5E 87E 87.5E MULTI HAZARD MAP OF ODISHA

Details of areas vulnerable to flood, cyclones and earth quakes

Types of Hazard Particulars % of area vulnerable Flood Flood Prone 1.9% Flood Protected 2.4% Outside Flood Area 95.7% Cyclone 198-180Km/h 24.1% 169.2km/h 3.3% 158.9-140.9Km/h 72.6% Earthquake Low Damage Risk Zone 84.2% Moderate Damage Risk Zone 15.8%

Structural Risk Assessment

Major risk during any disaster is to Human Life, Infrastructure and Crops. Infrastructure being a major component which is exposed to the fury of disaster, it becomes imperative to evaluate and mitigate structural risks to safeguard human life. Different Parameters are considered while calculating Structural Risk Assessment: They are:

6

Nature of Hazard: As categorized in previous section, Hazard or Disaster is of many types. The magnitude of hazards varies from area to area depending on proximity to epicentre of disaster, its velocity and load. It is scientifically calculated depending in which hazard zone the structure falls.

Vulnerability: It is the extent to which the proposed structure is likely to be damaged or disrupted by the impact of particular disaster on account of their nature, construction and proximity to or disaster prone area. It is to be taken into consideration during planning of the area and identifying the site.

Carrying Capacity: It refers to the strength, coping strategies and resources that would be utilized to mitigate, prepare for, damaging effects of disaster or quickly recover from disaster.

Accessibility to the Area: The risk assessment of a structure also depends on the accessibility of the area during normal and during disaster. As many part of the ICZM Project operates in fragile coastal area, this factor has give due consideration in design, drawing and preparation of estimates for structures due to remote accessibility.

Overall risk assessment is the measurement of the expected losses due to a hazard event of a particular magnitude occurring in a given area over a specific time period. This has to be ascertained for any infrastructural design, particularly in Coastal Orissa. The Risk is estimated as a function of the probability of particular occurrences and the losses each would cause. The level of Infrastructure Risk depends up:

• Nature of the hazard. • Vulnerability of the structure which are affected. • Economic value of those elements.

Therefore, Risk is estimated as:

Risk= Hazard X Vulnerability / Carrying Capacity.

3. Design Parameters for Multi-Hazard Resistance Structures

Cyclones/Flood/ Tsunami are destructive because of their associated long duration high rotator winds, very heavy rainfall and storm surge. It is more so when they strike coasts of countries/ states bordering the North Bay of Bengal. In the past, 21 out of 24 cyclones with large loss of lives (human deaths 10000 or more associated with cyclone disasters) in the globe took place in these areas. This was due to very serious storm surge problem of the region. In the past, some of the record storm tides (combined effect of surge and astronomical tides) of the world, upto 13m have been observed in this region. Shallow bay, low flat zigzag terrain, high astronomical tides, high density of population, so фio economic conditions, lack of awareness, inadequate preparedness and absence of hedging mechanisms add to the problem. The only prescribed measures to save vulnerable population from the onslaught of storm surges are to temporarily evacuate the population on receipt of warnings and look after them for 2-3 days by arranging

7

shelters, food and health care facilities. Therefore, construction of shelters along vulnerable coastal areas is one of the important cyclone mitigation measures.

Major Design Parameters has been considered while building the structure :

• Sustainable Use • Accommodation Capacity of Jetty Public Rain Shelter • Location and Orientation of structure • Design and Structural Stability of Jetty & Public Rain Shelter • Structural Specifications • Material Selection • Other Considerations

3.1 Sustainable Use

Normally the Jetty will be used as landing & berthing of launch. The more successfully it serves in emergencies as landing ghat for rescue launches during disasters like cyclone, flood etc.

The Public Rain Shelter is used for passengers to take rest, the more successfully it serves in emergencies. These could also be used temporarily for community gatherings, health camps, etc.

3.2 Accommodation Capacity of Jetty & Public Rain Shelter

100 people can be accommodated in Public rain shelter during emergencies.

3.3 Location and Orientation of structure

The Public Rain Shelter is located on the top of jetty average 1 mtr above HTL. This will act as disaster Risk Reduction (DRR) mechanism for better safety of the structure.

Similarly, Orientation Plan of the infrastructure for wind direction, light incidence etc also considered.

3.4 Design and Structural Stability of Jetty & Public Rain Shelter

Different agencies engaged by the department for conducting;

1. Hydrographic & Topographic survey 2. Subsoil investigation 3. Planning & Designing of the structures is proposed as follows

Foundation:

It is general phenomena that the Jetty and Public Rain Shelter are to be constructed in between LTL & HTL zone. Hence, 600 mm dia RCC cast-in-situ pile foundation is proposed to provide in the ground considering the founding level as per nature of soil strata.

8

Column Structure: The Jetty & Public Rain Shelter are based on 600 mm dia Reinforced Cement Concrete (RCC) piles with Columns, Beams, Lintels, Slab which develop overall a composite framed Structure. Details as follows Jetty = Pile Muff - 800mm x 800mm x 300mm Long Beams - 300mm x 400mm Main Beams - 500mm x 400mm Columns - 500mm x 500mm Slab - 200mm thick Public Rain Shelter; Main Beam (plinth Beam) - 500mm x 500mm Roof Beams - 250mm x 400mm Columns - 250mm x 250mm Floor Slab - 200mm thick Roof Slab - 125mm thick All these components are proposed to provide as per design to sustain the natural hazards that will over come to the structures. PIinth Band: Plinth Beam has been provided for the Public rain shelter in order to provide extra reinforcement in more vulnerable area.

Wind Load: The total structures of Jetty & Public rain shelter have been planned & designed to reduce the wind pressure that usually encountered along Orissa Coast.

BMTPC(Building Materials & Technology Promotion Council) Guidelines : In view to meet the vulnerability of disaster usually encountered along Orissa Coast all structural design have been planned as per BMTPC Guidelines as well as following to the relevant I.S. codes as mentioned below;

01. Concrete shall be with conformity to l.S.456. 02. Foundation shall be with conformity to l.S.1080. 03. CC in foundation shall be with conformity to l.S.2571. 04. Brick masonry shall be with conformity to l.S.2212. 05. Cement plastering shall be with conformity to l.S.9103 & 6925. 06. Mortar shall be with conformity to l.S.2250 07. White and colour washing shall be with conformity to l.S.6278. 08. Kadapa/Marble flooring with conformity to l.S.21 14. 09. Painting to all surfaces shall be with conformity to l.S.2395 (Part - I & Part-Il) 10. Steel painting shall be with conformity to l.S.1477 (Part-I &Part-ll) l.S.1661

Brick Masonry: The proposed Public Rain Shelter is of a single storied building with RCC framed structure having Brick Masonry walls above the storm tide levels.

9

Height: Generally the height of the structure i.e. Jetty & Public Rain Shelter is planned basing on the High tide level. The details of Jetty & Public rain shelter are given below.

• Height of the Jetty front is kept I .0 m above the High Tide Level (HTL). • Height of the building (Public rain shelter) is kept 3.65 to 4.35m above HTL. • Plinth of building (Public rain shelter) is kept 1.0 m above the HTL. • Livable storey is not provided as this building will be used as passenger's Public rain shelter during launch service only.

Shape: The Public rain shelter is rectangular shape. However, the peripheral corners are to be rounded for improving the aerodynamics of the structure.

Doors: The doors are of MS Grill doors opened outwards having four heavy duty stainless steel hinges fixed firmly to the holding medium.

Windows : Window RCC jally is proposed to provide.

Toilets: One toilet for Gents and One toilet for Ladies is proposed to provide. Size of each toilet is 29 sq ft/ toilet. Septic Tank : Septic tank is proposed to provide with properly sealed and roof sufficiently elevated so as to prevent inundation during flooding. Parapet: The parapet is proposed to provide with brick masonry up to a height of 0.8 m.

Water Supply : One tank being capacity of 2000 liters is proposed to provide to cater for drinking as well as for the toilets. Each tank should have a minimum capacity of 2000 liters. Provision of mo deep tube well is proposed to provide.

3.5 Structural Specifications

Engineering of Civil works The structural design of berths has been carried out for the maximum size of the vessel & to be handled at this berth, the details of which are given below.

SI Berths Vessel size No Length Breadth Draft

1 Inland water 35.20m 7.05m 2.25m way vessel

Designloads The following loads are considered to be acting on the structure. The structure is analysed for all possible combination of loads, i.e. Gravity load (Dead & live loads), earth quake loads, berthing force & mooring force to the structure. 10

Dead load Self weight of all structural members is considered as dead load on the structure. Density of reinforced cement concrete is taken as 25KN/M3 and steel is taken as 78.5 KN/M3 Live load The live load is considered for the structure is 10KN/M Berthing load Berthing load is taken 50 KN Mooring force Mooring force is taken 50 KN Seismic force The horizontal seismic coefficient is as follows Seismic Zone = Ill Ah=ZI/2R (Sa/g) Where; Ah = Design horizontal seismic coefficient Z = Zone factor = 0.1 I = Importance factor = 1.5 R = Response factor = 3.0

(Sa/g)= Average acceleration Coefficient (depends upon time period of structure) The time period of the structure will be evaluated by STAAD analysis considering D.L+50% LL Load Combination The load combination factors for the analysis is in accordance with ARE 4651. The load combination has been considered in the analysis. Limit state of serviceability 1.0 D.L + 1.0 L.L 1.0 D.L+ 1.0 L.L + 1.0M.F 1.0 D.L + 1.0 L.L + 1.0 B.F Limit state of collapsibility 1.5 D.L + I .5 L.L 1.5 D.L + 1.5 L.L +1.5MF 1.5 D.L+ 1.5 L.L+1.5 B.F 1.2 DL + 1.2 L.L +1.5 S.F. X 1.2 DL + 1.2 L.L + 1.5 S.F -X 1.2D.L+ 1.2L.L+1.5 S.F .Z 1.2D.L+ 1.2L.L+1.5 S.F -Z Reference Codes The following Indian standard codes are used for the design of the structure. IS 4651-1974 : Code of practice for planning and design of ports & Harbors IS 2911- 1980 : Code of practice for design & construction of pile foundation IS 1893-2002 : Criteria for earthquake resistant design of structures IS 456-2000 : Design of plain & reinforced concrete IS 875-1987 : Code of practice for design loads SP-1 6 : Design Aids for reinforced concrete to IS 456-1978

11

Analysis & Design Infrastructure elements are modeled as a 3D structure with considered loads & analyzed by STMD pro package The jetty elements have been designed as per Limit State of Collapse & checked for limit state of serviceability. 3.6 Material Selection Materials of following specification are to be used in work. 1 Cement Will be as per l.S. 269/255 (However the grade of cement to be selected by the Engineer-in-Charge of work and compressive cube test before commencement of work in each batch). 2 Steel I.S. 432 (Plain) and 1786 (Tor) 3 Vibrator I.S. 7246 4 Aggregate I.S. 383, I.S. 515 5 Water for mixing and Shall be clean, free from injurious amount of oil, salt, acid, curing vegetable materials and other substances and harmful to concrete in conformity to I.S. 456 and I.S. 2025. 6 Sand/Fine Aggregate IS. 2116, 383 7 Binding wire I.S. 280 (galvanized minimum 1 mm) 8 Rain water pipe I.S. 2527 9 Construction joints I.S. 3414 10 Fitting & Fixtures for Conforming to I.S. 7452/82 strictly conform to I.S. specification Joinery works and as per direction of Engineer-in-Charge.

3.7 Other Consideration

1. For better communication an all weather approach road will be connected from Jetty to the existing main road even if during disaster period.

2. Director of Ports & IWT, Odisha under Commerce & Transport Department, Govt. of Odisha will maintain and manage regularly the Jetty & Public Rain Shelter .

4.0 Disaster Management Plan

4.1 Linkage with Administration

The smooth implementation of disaster mitigation plan will be carried out for infrastructural safety with the help of departmental administration, Districts Disaster Management Committee formed at block level. 4.2 Creation of Management Unit

After construction, the Directorate of Ports & IWT, Odisha, Bhubaneswar will look after the proper management of the structures 4.3 Linkage with Disaster Management Unit (State/National)

Our department will take necessary steps during natural calamities in coordination with disaster mitigation agency, i.e. OSDMA as well as with ODRAF. Simultaneously, District level, Block level & calamity committees will be formed for rescues and other operations.

12

GOVERNMNENT OF ODISHA, COMMERCE & TRANSPORT(COM.) DEPT.

DIRECTOR PORTS & IWT,ODISHA,BHUBANESWAR

TITLE:- VILLAGE MAP FOR IMPROVEMENT OF PASSENEGR JETTY & PUBLIC RAIN SHELTER AT BARADIA IN KENDRAPADA DISTRICT.

TYPICAL MODEL OF JETTY & PUBLIC RAIN SHELTER

High Tide Low Tide GOVERNMENT OF ODISHA COMMERCE & TRANSPORT (COM.) DEPT.

h u b DIRECTOR aPORTS & IWT, ODISHA, BHUBANESWAR n e TITLE:s - GENERAL LAYOUT w a PROJECT:r - CONSTRUCTION OF PASSENGER JETTY & PUBLIC RAIN SHELTER AT BARADIA IN KENDRAPADA DISTRICT. GOVERNMENT OF ODISHA COMMERCE & TRANSPORT (COM.) DEPT.

DIRECTOR PORTS & IWT,ODISHA,BHUBANESWAR

PROJECT:-

CONSTRUCTION OF PASSENGER JETTY & PUBLIC RAIN SHELTER AT BARADIA IN KENDRAPADA DISTRICT.

TITLE:-

PILE FOUNDATION DETAILS

86°40'0"E 86°45'0"E 86°50'0"E 86°55'0"E 87°0'0"E MAP SHOWING THE SITE FOR CONSTRUCTION OF B H A D R A K W I L D L I F E D I V I S I O N JETTY AND PUBLIC RAIN SHELTER AT BARADIA WITHIN BHITARKANIKA WILDLIFE SANCTUARY IN ® 0 0.5 1 2 3 4 K A L I B H A N J D I A P F SCALE : 1:50,000 Kilometers R E I V R BAITARANI RIVER A R TRILOCHAN PUR A SUBARNPUR M A SURAVI H KAMAL PUR RAJESWARI NAGAR RAJ PATANA GUALIGAN D BIRABHANJA PUR SARADA PRASAD SAILENDRANAGAR RAJENDRANAGAR JYOTI PRASAD BANGARKUAN BADADIA KRISH NAGAR KANTIA KHAI PINCHHA PATIA TIKAYAT NAGAR BHANJ PRASAD KANAK NAGAR MAHURIGAN TALCHUN OSTIA BURUDIA KHAMAR SAHI BAGHUA NALITA PATIA DANGAMAL N N

" RADHA MALI PUR " 0 0

' BARANGA ' 5 5

4 BARADA 4

° EKTALA TARAS RAGADA PATIA KHAS MUNDA °

0 UDYAN 0 2 JETTY BANKUALA NORTH MAHISAMADA PF 2 BAGHA MARI MANJULA PALLI SAILENDRA SARAI BAGHUASUNI SIKAR PAHI ACHINTA ARASA VEKTA BAGHABUDA SIALIA SIKUDI KUHUDI KANTIAKHAI £" PF BADAGARA AKHULIPADA GOVIND PUR DANGAMAL PF GOBINDAPUR KANTAPADA BARADIA SOURENDRA PUR DALEI SAHI ANANTA KESHARI GIRIA PAHI HARIHAR PUR SASANA UPULAI RAJENDRA NARAYAN PUR GAANGADHARPUR BAJARPUR GANJA PIMPUDI RAGADAPATIA PRF AMARA BATI GOKARNESWAR HARINA POKHARI AHIRAJPUR KALIKAPUR KALISIPADA MALISAHADA MANTAPARA TANEIPADA CHERANTAPADA PORALA RANGANI ISWARAPUR KUSUNPUR BALABHADRA PRASAD-DIA KERUA PAL BANIPAL SIR RAJENDRA PUR PANDIA PALI ENDULAPUR KOTHA SAHI BARTANI ANANTAPUR PERMANANDA PUR BHITAR KANIKA GARTA PARAVATI NAHULIA CHANRA KOLHRI BADAPANKA REJENDRA NARAYANPUR KANTAPADA CHALUNIA NARAYAN PUR RAULIA JAYANAGAR GIRIA NANDIMAHARA SISUA PATA PARIA JORAL BAGULIDIA PRF Ekakula TRAILOKYA PUR KUJI PUR DASABHAGARIA RIGHA GARH BHITAR KANIKA PRF R BADA RAJA KORANDA GOPAL JEW PATNA E MEGHA PUR JAGANATH PRASAD- DIA I V KANTI POKHARI GOPAL JEW PATNA R SANGRAM PUR KHUNTA ISWAR PUR A KAKARANSI TARA PADA R U PRF P DIGHI I TENTULI KOLI A DALI KENDA SIKO GOBINDA KANA SAILENDRA NARAYAN PUR THAKURADIA AYATAN SIHOPADA M RANAHANSUA PRF PITANDA PF SANA GOKHANI GOBANGA K KOILI PUR SAILENDRA NARAYAN PUR HA BALUNGA PATIA EAST HABALGANDA RA KHULARI MADHUPUR RAJ BIJAYA NAGAR SU PRF A R MAHADEI ADIA GAJARAJ PUR NUADIA IVE PANCHUPALLI NUA KHUNTA R KHANDHITA PADMANAVPUR SILA POKHARI AJAGARPATIA KANTAPADA BISWANATH PUR GHARA BHANJA KOLA R BALABHADRA PUR E PANDURA KOLI CHARI POKHARIA GUNURA Habalikhati V WEST HABALGANDA KADUA NASI

N GHUSURIA MAGARKANDA FB N " I " 0 0

' CHANDA NAGAR GARADA PUR PF '

0 R PRF 0 4 4

° SINGIDI NUAGAN ° 0 I PURUSOTTAM PUR SANA GAHIR MATHA 0 2 MADARANGA PATA DIBAKAR PUR 2 N BANDHA MALA A JUNUS NAGAR KATA NABANIA GHADIA NALA M BAGAPATIA BADA GAHIR MATHA H BAUNSA GARH JHADA MALA A BAJ PUR CHAKMANPUR R ADA BAUTIA DAINGIRI DARUORA C U T T A C K ( T ) D I V I S I O N B RAJPUR CHAUDA MANIA RAM CHANDRA PUR BALARAM PUR ARJUNPUR SUNEI RUPEI CHAUDA MANIA RABINDRA PALLI DHAMARA PF BARAHI PUR CHANDANPUR MAGAR KANDA GUPTI CHARIGHARIA SRIBANTA PUR NALA PAHI BIRADIA JAGANATHA PUR HANSINA PADMANAV PUR SATABHAYA NUAGAN(BARGAN) DANTIA PADA BARUNA BANBIHARI PUR KALADIA BEL PALDIA BALA BHADRA PRASAD HANSINADIA NETHURIA MADHU PUR BALARAM PUR SANKAR NATH PETA BELPAL HANSUA BADA PAL KERADA GARH AMANA PARI DEBENDRA NARAYAN PUR PATARA PUR KANHU PUR MADHUPUR NALAJODI TENTULIA KOLHA NALADIA KHUNTA KANA KANDIRA BAUNSA KANI BEDHUA KOLHA BIMIS NAGAR OSTIA SADANANDA PUR BHAGAN PUR MANIKHANDI HANDIA GARH SINGADA PALA GAHIRMATHA (MARINE) WILDLIFE SANCTUARY BANDHA PATANA EKAMANIA KUSUN PUR BRAHMANI KOLHA BEKTA KOLHA BALISAHI PATNA NUAGAON(SATGAN) KENDU KOLHA RAJ RAJESWARI PUR GOVINDA PUR JAGANATHA PUR SASAN GOPINATH PUR JHARKATA DHOLA MARA BITAR GARH SAN GOPAL PUR SAHEB NAGAR BALIKANA BARADIA BANDHINA KOLHA DAKHIN VEDA EAST ORASAHI JADU CHANDRA PUR SILA POKHARI MOHAN PUR TANGAN TAILA BISHNU PARA BALIORA PF MANIKPATNA SAN OLARA PADINI CHANDI BAUNS MUL HARIHAR PUR CHARI POKHARIA KRISHNA PRIYA PUR PERMANANDPUR JHAR PADA CHARADIA LAXMINARAYANPUR AMBAORA LAXMI PRASAD GOPAL PUR GVINDPUR SAN THAPARA BAHAR GARH BAD OLARA DHANDIA BHADIA NARAN GARH BALABHADRAPUR KUSAILO MADHYA PARA RAJGARH BAGHATAILA HATIA GADI OGALA SANDHA DAMAR PUR BALABHADRAPUR DHOBEI GARH KANAKA PUR GUHAL KANI MALIPARIDA WEST ORASAHI SENDHAKANI NACHHI PARA PRF DAKHIN DANDI MAHULIA PASCHIM VEDA KAN FULIA KHANDEIPARA KHAMAR SAHI BHATA PARA BHATASAHI BARA GUDI DANDA CHANDRA SEKHAR KATHA PANGHRA FIRIKI BANKA JHINKIRIA KATHUAGANDA BANDHA PARA KIAJORI MALIA BUDA BADHI

N MADAN PUR JUNA PANGARA NUAGAN N

" KANI BENUDHAR PUR DHOBEI GARH "

0 POKHARIA 0 ' NODHA BASANT ' 5 BENUDHAR PUR 5

3 NATHA PUR 3 ° NURUGAON KHANDIORA ° 0 0 2 2 SANABADA GOPALPUR SANORA PARI PANGARA CHAKI BANKA CHINCHIRI BARUNEI GAHIRMATHA MAHINSASUR GOKHANI KANHUA MUGAKANI PF SANSARPHAL KUND PUR GAHMA SIKHAR NARAYAN PUR ADHAJORI GARJANPUR DERA L RAJNAGAR KURVNTI BALIJHARI KAITHA TIARA BAGHUA HATINA A GULUDIA REFERENCE SANKHAPUR BADKUJI TARA PADA G JAGANATHAPUR ENDULA PUR TAMULIA SUKBEVPUR CHAKRADHARPUR KHANDA MARA CHITTA KOLHA BAGHDIA N Sanctuary Boundary BHANESUARPUR BALARAMPUR LUNIA MANGRAJPUR E KHANTA ARAKHADIHA PRASAN PUR National Park Boundary H JAUDIA A PENTHA NS BIKEIKANI B SUBARN PUR BADKOTA UA BRAHMAN SAHI R JUNA PANGA Major District Road

I V PENTHA E JAYA PUR BAD NAU KANA R Other District Road JUNA PANGA KSHIR KOT GOHIPUR F BANDHA PUR GOBARDHAN PUR TAL PATTA TETELENGA O Track Road VELSARI BINDHA NAUKANA

KURIA PALA KANKDIA BAGHA TAILA AKARA PARA River HARISH PUR BILAKALUPARA PRAHARAJ PUR Y JOGINATHA BARHA PUR DUTTAPUR KADALI CHUA BARUNEI A SINGHAR PUR Forest KERADA SAHI GANKALU PARA TANTIA PAL TAMULIA SUNDRI PAL B EARUNIPALLA INKIRIA TARADEI PUR ISANI PALLA SASAN BHOPAL CHAKULI DIHI Village Boundary MUNDA TALA SAHARA KANI BASANT PUR BAD MARICHA PALLI BARO BAD PAL PAUNSIA PAL N Baradia Village N " " 0 0 ' ' 0 0

3 DOLI GAN Barunei Muhan 3 ° ° 0 0 2 £ 2 219, Bayababa Math Road Unit-IX, Bhubaneswar-22 MAHAKALPADA RANGE Jetty Point Phone-0674-2543745

86°40'0"E 86°45'0"E 86°50'0"E 86°55'0"E 87°0'0"E