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APPENDIX I

(See paragraph – 6)

FORM 1

(I) Basic Information

Sr. No.

Item Details

1. Name of the project/s Environmental Clearance for expansion of the exist ing Hospital campus Project to be developed by M/s Kunhitharuvai Memorial Charitable Trust (KMCT)

2. S. No. in the schedule 8 (a), Construction Project

3. Proposed capacity / area / length / tonnage to be handled/command area/lease area/ number of wells to be dr i l led

Total Plot Area = 11.7638 ha. Total Built-up Area = 31,694.98 sq. m. (Details A + B) as per the details provided below:-

Descr ipt ion Buil t -up

area (sq .m.)

No. of

beds

Exist ing hospi tal bui ldings

constructed Post 2006 (A)

( as per occupancy

cert i f icate no. 7/677-F )

19,135 590

Proposed hospi tal

bui ldings bui l t -up area (B) 12,559.98

200

Total (A+B) 31,694.98 790

Other buildings are proposed within the campus with a total built-up area of 15,209.60 sq.m. (Hostel/residential and New Ayurveda College) and which do not require environment clearance as per EIA Notif icat ion dt . 22-12-2014. There are existing buildings with total built-up area of 77,839.51 sq.m. (Hostel/residential buildings & Educational institut ions) which do not require environment clearance as per EIA Notif icat ion dt . 22-12-2014.

4. New/Expansion/Modernizat ion Expansion

5. Existing capacity/area etc., Details given at Sr. No. 3 above

6. Category of Project i .e. ‘A ’ or ‘B’ Category ‘B’

7. Does it attract the general condi tion? If yes, please specify

NO

8. Does i t attract the specif ic condi tion? If yes, please specify

NO

9. Location Sy. Nos. 39/3A, 2, 39/1, 2, 4, 44/1, 2, 4, 78, 42/2, 43/2, 43/1A, 101/1A, 43/1B, 2B, 102/1, 47/1, 101/2C, 2B, 102/2, 49/2A, 101/2A, 39/3, 39/3B, 49/1B, 30/1, Thazhakkode Village, Mukkom Municipality, Kozhikode Taluk &

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District, Kerala.

Plot/Survey/Khasra No. Sy. Nos. 39/3A, 2, 39/1, 2, 4, 44/1, 2, 4, 78, 42/2, 43/2, 43/1A, 101/1A, 43/1B, 2B, 102/1, 47/1, 101/2C, 2B, 102/2, 49/2A, 101/2A, 39/3, 39/3B, 49/1B, 30/1,

Vil lage Thazhakkode

Tehsil Kozhikode

Distric t Kozhikode

State Kerala

10. Nearest rai lway stat ion/airpor t along with distance in Kms

The nearest railway station (Calicut Railway Station) is about 27 km. (SW) and Calicut International Airport, Karipur is about 31 Km. (S) away from the project site.

11. Nearest Town, city, Distr ic t Headquarters a long with distance in Kms

Calicut City – about 27 km. (SW) Civil Station, Calicut – about 22 km. (SW)

12 Vil lage Panchayats, Zi l la Parishad, Munic ipal Corporation, Local body (complete postal addresses with telephone nos. to be given)

Village Office address : - Vil lage off icer, Thazhakkode Village off ice, Kozhikkode, Kerala. Municipality Address : - Mukkom Municipality Office, Kozhikode Taluk & District, Kerala

13 Name of the applicant Kunhitharuvai Memorial Charitable Trust (KMCT)

14 Registered Address KMCT Medical College Campus, Manassery, Mukkam, Kozhikode, Kerala-673602.

Address for correspondence : KMCT Medical College Campus, Manassery, Mukkam, Kozhikode, Kerala-673602.

Name Dr. Navas K.M.

Designation (Owner/Partner /CEO) Trustee & Authorized Signatory

Address KMCT Medical College Campus, Manassery, Mukkam, Kozhikode, Kerala-673602.

Pin Code Kerala-673602.

E-Mail info@kmct.edu.in

Telephone No. 0495-2293040 Mobile No. 09895978071

Fax No. 0495-2295040

16 Details of Alternative Si tes examined, if any. Location of these s ites should be shown on a topo sheet

Not Applicable Vil lage-District-State 1. 2.

17 Inter l inked Projects Not applicable

18 Whether separate application of inter linked projects has been submitted?

NO

19 If yes, date of submission N.A.

20 If no, reason N.A.

21 Whether the proposal involves approval/clearance under: If yes, details of the same and their status to be given. (a) The Forest (Conservat ion) Act,

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1980? (b) The Wildli fe (Protection) Act, 1972? (c) The C.R.Z Notif icat ion, 2011 ?

NO NO NO

22 Whether there is any Government Order/Policy relevant/relating to the site?

NO

23 Forest land involved (hectares) NO

24 Whether there is any lit igation pending against the project and/or land in which the project is propose to be set up? (a) Name of the Court (b) Case No. (c) Orders/directions of the Court, if any and its relevance with the proposed project.

NO

( 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, etc.)

Sr. No.

Information/Checklist confirmation

Yes / No

Details thereof (with approximate quantit ies /rates, wherever possible) with source of information data

1.1 Permanent or temporary change in land use, land cover or topography including increase in intensity of land use (with respect to local land use plan)

Yes Due to the proposed expansion activit ies, there will be permanent change in land use, land cover or topography including increase in intensity of land use.

The proposed project is an expansion of existing hospital campus and is located at Thazhakkode Village which is falling in Municipality l imits of Mukkom Municipality, Kozhikode Taluk & District , Kerala.

During construction phase, about 150 workers will be at site.

During operat ion phase on full occupancy of after the proposed expansion, the maximum populat ion expected is 7,110 persons and hence there is increase in the intensity of land use.

(Source: populat ion is calculated based on NBC).

1.2 Clearance of exist ing land, vegetat ion and bui ldings?

Yes There are some of nat ive trees and different variet ies of shrubs, herbs, climbers exist ing at site. For construction of new buildings, there will be clearance existing trees and different varieties of shrubs, herbs.

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1.3 Creation of new land uses? Yes The proposed project is an expansion of exist ing hospital campus. It is proposed to construct new buildings with support ing addit ional infrastructure facilities.

1.4 Pre-construction invest igations e.g. bore houses, soil test ing?

Yes Pre-construction Soil Investigation has been carried out for the site. It is reported that, the water table is encountered upto a depth of about 3 m. below the existing ground level.

1.5 Construct ion works? Yes The proposed project is an expansion of exist ing hospital campus. It is proposed to construct new buildings with supporting infrastructure.

1.6 Demolit ion works? Yes Old existing sheds will be cleared from the site.

1.7 Temporary s ites used for construction works or housing of construction workers?

Yes

All the construction activity including stalking of building materials will be confined within the project site only and temporary shed would be constructed for storage of cement and other construction materials. Labour hutments for about 150 workers are proposed within the site.

1.8 Above ground buildings, structures or earthworks including linear structures, cut and f i l l or excavations

Yes It is proposed to construct some new buildings within the existing hospital campus. Excavation of earthwork for the foundation of structures will be carried out. The top soil which is ferti le will be kept at site for landscaping work. The excavated soil will be used for back fi l l ing work and for internal road construction purposes. There is a topographical level difference at site. As far as possible, this level difference will be made of use for the proposed development.

1.9 Underground works including mining or tunneling?

No No underground works including mining / tunneling required.

1.10 Reclamation works? No No reclamation work required.

1.11 Dredging? No No dredging work required.

1.12 Offshore structures? No No offshore structure required.

1.13 Production and manufactur ing processes?

No No production / manufacturing process involved.

1.14 Faci l i t ies for storage of goods or materia ls?

Yes Separate raw material store of cement and other construction materials will be made within the project premises. Bricks and steel will be laid in open.

1.15 Faci l i t ies for treatment or disposal of solid waste or l iquid ef f luents?

Yes Construction phase : - Solid waste generation from the project due to the labor colony during construction phase will be about

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60 Kg/day and domestic sewage will be about 9 KL/day. The non-biodegradable waste and other packaging material generated as construction debris will be segregated and stored separately. The recyclable non-biodegradable waste salvaged from the debris like cement blocks, wood, iron bars, aluminium sections, etc. would be re-used or sold to the vendors. The inert construction debris will be disposed for land fi ll ing or back f i l ling. The bio-degradable solid waste will be disposed in a bio-bin system for microbial composting and a mobile STP for the treatment of domestic sewage from the labourers. Operation phase : - Solid waste generation will be about 601 Kg/day and which will be collected separately as Bio-degradable and Non-biodegradable waste as per the MSW Rules, 2016. The non-biodegradable and recyclable waste would be sold to the vendors. The biodegradable waste would be sent to the bio-gas generation plant. The dried sludge from STP would be sent to the bio-gas generation plant. Bio-medical waste:- From the proposed hospital , bio-medical waste (about 553 Kg/day) l ike infectious beddings, cotton, swabs, used syringes, discarded medicines, etc. would be generated. The bio-medical waste would be segregated at source by providing appropriate colour coded bins / containers as per the colour coding provided in the Bio-Medical Waste (Management & Handling) Rules. The Bio-medical waste from the hospital buildings would be outsourced through a Kerala State Pollution Control Board authorized agency (M/s Indian Medical Associat ion Goes Eco Friendly, IMAGE). e-Waste : - Discarded computer parts, monitor, key boards etc. constitutes e-waste and this waste will be stored in an earmarked area. e-waste will be disposed as per e Waste (Management & Handling) Rules.

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Further, the spent oil from the D.G. sets (defined as hazardous waste) will be sold to C.P.C.B. approved recyclers. Also, domestic hazardous waste would be generated like discarded paint drums, pesticide cans, CFL bulbs, tube lights, expired medicines, broken mercury thermometers, used batteries, used needles and syringes and contaminated gauge etc. generated at the household level. Radio active waste management : - � The use of unsealed radioisotopes regular ly gives rise to radioactive waste, which has to be disposed of in a responsible and safe manner. The waste may include residual amounts of the original radionuclide, disposable containers (vials, syringes etc.) partially decayed or surplus unsealed sources.

� The radioactive waste should be segregated from the non-active waste. Lead line waste bins with polythene linings should be used for collect ing solid radioactive waste and Vials for l iquid waste.

� When both lived nuclide and longer l ived one are used, separate waste collect ion bins and storage bags should be provided for the two categories of radionuclide.

� The disposal procedures are based on the following principles. o Dilute and dispersion for low level radioactive waste: - low activity short l ived radioactive waste may be disposed off into the sewage system with adequate flushing with water.

o Delay and decay for short l ived radio isotopes – waste containing short lived isotopes such as from isotope generator may stored in a special made RCC pit and release as general waste.

All the radiat ion safety guidelines of Atomic Energy Regulatory Board (AERB) Bhabha Atomic Research Centre (BARC) with regard to the disposal of radio active waste would be followed. A radiat ion safety off ice will be employed to ensure the radiation safety guidelines.

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Effluent : - The domestic sewage about 367 KL/day will be generated which will be treated through proposed Sewage Treatment Plant to be installed within the project premises. Also, the hospital effluent & laundry liquid waste of 36 KL/day from ETP is generated from the laundry & laboratory area.

1.16 Faci l i t ies for long term housing of operat ional workers?

Yes The proposed project is expansion of the exist ing campus and operat ional workers will be hired locally.

1.17 New road, rai l or sea traff ic during construction or operat ion?

Yes The proposed project is an expansion of the exist ing campus. It is proposed to construct some new buildings with supporting additional infrastructure along with roads within the campus.

1.18 New road, ra il , air waterborne or other transport inf rastructure including new or altered routes and stat ions, ports, airports etc?

Yes The proposed project is an expansion of the exist ing campus. It is proposed to construct some new buildings with supporting additional infrastructure along with roads within the campus.

1.19 Closure or d iversion of exist ing transport routes or inf rastructure leading to changes in traf f ic movements?

No Not applicable

1.20 New or diver ted transmission l ines or p ipel ines?

No Not applicable

1.21 Impoundment, damming, culvert ing, realignment or other changes to the hydrology of watercourses or aquifers?

No Not applicable

1.22 Stream crossings? No Not applicable

1.23 Abstraction or transfers of water form ground or surface waters?

Yes For meeting the water requirement, the well water will also be used in the project .

1.24 Changes in water bodies or the land surface affecting drainage or run-off?

No Not applicable

1.25 Transport of personnel or materia ls for construction, operat ion or decommissioning?

Yes Transportation of personnel / material during the construction and operation phase is envisaged. In the construction phase, approx. 10-12 trucks / day is envisaged for transportation of materials.

1.26 Long-term dismantl ing or decommissioning or restorat ion works?

No Not applicable

1.27 Ongoing act iv i ty during decommissioning which could have an impact on the environment?

No Not applicable

1.28 Inf lux of people to an area in ei ther temporari ly or permanently?

Yes The proposed project is an hospital campus project and the proposed

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project would provide job facilit ies for about 1,580 persons which includes administrat ive, institutional staff , housing keeping staff, security etc. in the operation phase and about 150 nos. of labourers (skil led/unskilled) during construction phase. Further, on full occupancy of the project , the maximum population expected is 7,110 Persons.

1.29 Introduction of al ien species? No Not applicable

1.30 Loss of native species or genetic diversity?

Yes Due to the proposed development, some of the existing trees will be cut from the proposed site. As part of the eco restoration, large number of saplings of nat ive species would be planted. Due to the eco restoration, the impact to f loral and faunal ecology will be short term.

1.31 Any other actions? No Not applicable

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):

S. No.

Information/checklist confirmation

Yes / No

Details thereof (with approximate quantit ies /rates, wherever possible) with source of information data

2.1 Land especia l ly undeveloped or agricultural land (ha)

No Plot area 11.7638 ha. is a reserved area for expansion of exist ing hospital campus.

2.2 Water (expected source & competing users) uni t : KLD

Yes Construction phase :– The water consumption during construction phase is for meeting the domestic requirement of the construction labourers and for construction purposes water requirement. The domestic water requirement is expected to be 11 KL per day and for construction purposes would be about 15 KL per day. The source of water is from well & KWA water supply (for dr inking purposes) for meeting the domestic water requirement and for construction purposes the source of water is stored rain water within the site. The total daily domestic water consumption for the proposed project would be 458 KLD (which includes fresh water requirement of 367 KL)

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(taken @ 45 ltr . LPCD for staffs, 15 LPCD for visitors & 450 LPCD for the inpatient). The sources of water during operat ion phase for the proposed project are: - 1. Roof Rain water (Non-flushing req.) (Rainy days-Concurrent use)

2. Stored rain water / well water / KWA supply (Non f lushing req.) (non-rainy days)

3. Treated waste water from STP/ETP (Flushing Req.) (Entire Year)

The details regarding the water consumption related items are provided at daily water balance chart and daily water consumption chart attached.

2.3 Minerals (MT) No Not Applicable

2.4 Construction material – stone, aggregates, sand / soil (expected source – MT)

Yes Steel : 18,150 MT, Sand: 22,424 cu.m., Hollow Blocks & Cement Blocks: 36,390 cu.m., Cement : 1,20,144 Bags The construction materials would be brought from local suppliers available in the area.

2.5 Forests and t imber (source – MT) Yes Wood shall be used for frame of doors & windows however recyclable wood shall be used for doors.

2.6 Energy including electr ic i ty and fuels (source, competing users) Unit : fuel (MT), energy (MW)

Yes Power Req. : 600 kVA Power Source : Kerala State Electricity Board. Capacity of D.G. Sets (250 kVA x 2 nos.) (Standby power back up arrangement) Fuel – Low Sulphur HSD

2.7 Any other natural resources (use appropriate standard uni ts)

No Not applicable

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.

S. N.

Information/Checklist confirmation

Yes / No

Details thereof (with approximate quantit ies/rates, wherever possible) with source of information data

3.1 Use of substances or materia ls, which are hazardous (as per MSIHC rules) to human health or the environment ( f lora, fauna, and water supplies)

No This is an expansion of existing hospital complex project and no storage of hazardous chemicals ( as per MSIHC Rules ) will be done, apart from diesel storage for D.G. Sets which will be operated only during emergency and suitable arrangement will be adopted for the same. It will be stored in HDPE drums and kept in covered rooms under lock and key.

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3.2 Changes in occurrence of disease or affect disease vectors (e.g. insect or water borne diseases)

No Suitable drainage and waste management measures will be adopted in both the construction and operat ion phase which will restrict stagnation of water or accumulation of water within the site & the surroundings. This will effectively restr ict the reproduction and growth of disease vectors. Further, appropriate sanitation facil ity will be provided at site during construction phase & operat ion phase. Good house keeping and hygienic measures will be followed during construction and operation phase to avoid any cause which can lead to occurrence of disease.

3.3 Affect the welfare of people e.g. by changing l iv ing conditions?

Yes The proposed project is an expansion of the exist ing project and thereby the living index of the people around the project site will definitely improve. Also there will be various ancillary act ivit ies l ike institutions, convenient shops, medical shops, transport facil it ies etc. attached to the project which will benefit the local people and change their living condition.

3.4 Vulnerable groups of people who could be af fected by the project e.g. hospita l pat ients, chi ldren, the elderly etc.,

No Not applicable. There is no storage of any material within the site which will affect the vulnerable groups of people.

3.5 Any other causes No Not applicable

4. Production of solid wastes during construction or operat ion or

decommissioning (MT/month)

S. No.

Information/Checklist confirmation

Yes / No

Details thereof (with approximate quantit ies/rates, wherever possible) with source of information data

4.1 Spoil , overburden or mine wastes

No No such spoil over burden or mine waste will be generated. The construction debris will be used for back f i ll ing purposes.

4.2 Municipal waste (domestic and or commercial wastes)

Yes There will be about 60 kg of municipal solid waste during construction phase. The total Municipal solid waste to be generated from the proposed project would be about 601 Kg/day on full occupancy during operation phase. Also, the bio-medical waste of about

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553 kg/day would be generated.

4.3 Hazardous wastes (as per Hazardous Waste Management Rules)

Yes The oil used in the D.G. sets (as a standby source of power) after certain of hours of operation, needs to be changed. This used oil from the D.G. Sets will be sold to the CPCB approved recyclers. The list of authorized recyclers are M/s Perfect Alloys, Chengannur, M/s Peejay Enterprises, Thiruvalla, M/s Excel Petrochemicals, Kochi & M/s Cee Jee Lubricants, Aluva are the approved recyclers for discarded batteries & used oil located in Kerala. Also, the bio-medical waste of about would be generated from the hospital complex. Also used oil will be stored in HDPE drums in isolated covered facility. e-Waste : - � Discarded computer parts, monitor, key boards etc. constitutes e-waste and this waste will be stored in an earmarked area.

� E-waste will be generated after 4-5 years latency period

� Separate earmarked space will be provided for e-waste storage.

� e-waste will be disposed as per E Waste (Management & Handling) Rules.

4.4 Other industr ia l process wastes No Not applicable

4.5 Surplus product No Not applicable

4.6 Sewage sludge or other s ludge f rom eff luent treatment

Yes The sludge from S.T.P. will be partially recycled for enhancing biological treatment and the excess sludge will be sent to the f ilter press and the de-canted sludge will be sent to the bio gas plant and the manure produced will be used in green area during operation phase. The bio gas produced will be used for kitchen/canteen area.

4.7 Construction or demoli t ion wastes

Yes Construction waste will be used for back f i ll ing purposes.

4.8 Redundant machinery or equipment

No Not applicable

4.9 Contaminated soi ls or other materia ls

No Not applicable

4.10 Agricultural wastes No Not applicable

4.11 Other sol id wastes Yes Some horticulture waste will be generated and which will be sent to the bio-gas generat ion plant.

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5. Release of pollutants or any hazardous, toxic or noxious substances to air

(Kg/hr)

S. No.

Information/Checklist confirmation

Yes / No

Details thereof (with approximate quantit ies / rates, wherever possible) with source of information data

5.1 Emissions f rom combustion of fossil fuels from stat ionary or mobile sources

Yes The operation of proposed project does not envisage any major air pollutant generating sources except D.G. Sets and vehicular movement during construction phase and operat ion phase. It is proposed to have a D.G. set of 62.5 kVA capacity during construction phase and (250 kVA x 2 nos.) during operat ion phase.

5.2 Emissions f rom production processes

No Not applicable. No production activity envisaged.

5.3 Emissions f rom materia ls handling including storage or transport

Yes This will be restricted to the construction phase and within the project site only.

5.4 Emissions f rom construction activi t ies including plant and equipment

Yes Dust will be generated during unloading of construction materials, dril l ing and grinding operat ions etc. This will be restricted to the construction phase and within the project site only. The other source of emission is from D.G sets of 62.5 kVA of 1 no. which will be used during construction phase.

5.5 Dust or odours f rom handling of materia ls including construction materia ls, sewage and waste

Yes During construction phase dust will be generated during the handling of construction materials. Sprinklers for suppression of dust will be instal led during construction phase to minimize the dust generation. Wind breakers ( i .e. barricades with GI sheets) or using shade nets will be used for dust control.

5.6 Emissions from incinerat ion of waste

No Not applicable, no incineration proposed.

5.7 Emissions f rom burning of waste in open air (e.g. s lash materia ls, construction debris)

No Not applicable

5.8 Emissions f rom any other sources

No Not applicable

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6.0 Generat ion of Noise and Vibration, and Emissions of Light and Heat:

S. No.

Information / Checklist confirmation

Yes / No

Details thereof (with approximate quantit ies/rates, wherever possible) with source of information data

6.1 From operation of equipment e.g. engines, venti lat ion plant, crushers

Yes During construction, the machinery used for construction will be of highest standards and will be of reputed make and will adhere to international standards. These standards itself take care of noise generated from these machines. The construction involved is low rise hospital complex buildings, no heavy machinery is required. Hence insignificant impacts due to construction machinery are envisaged. The source of vibration from the project is during construction of the building. Pile foundation work generate vibrat ion. The PPV levels from the pile driver would be maintained within 15 mm / sec. at 15 m. from the source of generation. Therefore, there will not be any damage due to the pile work to the nearby existing structures. Apart from this, the construction activity will be restricted to day t ime only. Noise will be created from operat ion of D.G. sets but all the D.G. sets shall be silent generators to restrict the noise within the permissible l imit .

6.2 From industr ial or s imilar processes

No Not applicable

6.3 From construction or demoli t ion Yes Due to the various construction activit ies, there will be short term noise impacts in the immediate vicinity of the project site. The construction act ivity will include the following noise generation act ivit ies: Operation of D.G. Sets, concret ing mixing and excavation.

6.4 From blast ing or pi l ing No No blast ing or mechanized piling will be used in the construction phase.

6.5 From construction or operat ional traf f ic

Yes Some amount of noise will be generated from vehicular movement

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in the construction and operat ion phase.

6.6 From l ight ing or cool ing systems Yes Some amount of noise will be generated from vehicular movement in the construction and operat ion phase.

6.7 From any other sources No Not applicable

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:

S. No.

Information/Checklist confirmation

Yes / No

Details thereof (with approximate quantit ies/rates, wherever possible) with source of information data

7.1 From handling, storage, use or spi l lage of hazardous materials

No Used Oil from the D.G. Sets will be stored in HDPE drums and will be kept at a separate place and sold to CPCB approved recyclers. Therefore there is no risk of contamination due to used oil. The storage of used oil will be in such a that no spillage of hazardous materials.

7.2 From discharge of sewage or other eff luents to water or the land (expected mode and place of discharge)

No Sewage will be disposed off through Sewage Treatment Plant to be developed within the premises both during construction and operation phase. There is no chance of spillage or discharge of sewage and all the sewage will be chanalized properly through closed pipes to the STP. The sewage after treatment will be util ized for f lushing, horticulture, boiler & make-up water requirement for cooling towers attached with HVAC system purposes.

7.3 By deposi tion of pol lutants emitted to air into the land or into water

No There is no emission except of D.G. sets. By use of low sulphur diesel, the emission from the D.G. sets will be within the norms.

7.4 From any other sources No Not applicable

7.5 Is there a risk of long term build up of pollutants in the environment f rom these sources?

No Not applicable

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

S. No.

Information/Checklist confirmation

Yes / No

Details thereof (with approximate quantit ies/rates, wherever possible) with source of information data

8.1 From explosions, spil lages, f ires etc f rom storage, handl ing, use or production of hazardous substances

No This is basically hospital complex project . The chances of explosions, spillages, f ire are minimal. During construction all the labours will be provided with suitable personal protective equipment (PPE) as required under the health & safety norms. Training and awareness about the safety norms will be provided to all supervisors and labours involved in construction activity. An agreement will be signed with the contractor which will clearly deals with the safety aspects during construction. No major hazardous waste is being stored within the project site. No Industr ial or process act ivity is involved in this project hence chances of chemical hazards and accidents are minimal. However, suitable fire fighting measures will be provided.

8.2 From any other causes

No Not applicable

8.3 Could the project be affected by natural d isasters causing environmental damage (e.g. f loods, ear thquakes, landslides, c loudburst etc)?

No As per seismic classificat ion, the project site falls in Zone-III . No reported cloudburst in the area. Also, there is no hil ly area around the project site, there is no chance of landslide.

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 act ivit ies in the locality

S. No.

Information/Checklist confirmation

Yes / No

Details thereof (with approximate quantit ies/rates, wherever possible) with source of information data

9.1 Lead to development of support ing uti l i t ies, ancil lary development or development stimulated by the project which could have impact on the environment e.g.:

Appropriate infrastructure l ike roads, power supply, waste management and waste water treatment will be developed within the site so that chances of occurrence of any

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• Support ing inf rastructure (roads, power supply, waste or waste water treatment, etc.)

• housing development • extractive industr ies • supply industr ies • other

Yes No No No No

adverse impacts are minimized. During construction skilled, unskilled and professional work force including temporary and permanent employees shall be hired locally in order to generate the employment to the local people. While during the project operation stage for the purpose of day-to-day maintenance, workers will be employed. Moreover, more employment will be created as a result of positive induced development in the immediate vicinity of project site. Not applicable Not applicable Not applicable Not applicable

9.2 Lead to af ter-use of the s ite, which could have an impact on the environment

No Not applicable

9.3 Set a precedent for later developments

No Not applicable

9.4 Have cumulat ive effects due to proximity to other exist ing or planned projects with similar effects

No Not applicable

( II I) Environmental Sensitivity

Sr. No.

Areas

Name/ Identity

Aerial distance (within 15 km.) Proposed project location boundary

1 Areas protected under international conventions, nat ional or local legis lat ion for their ecological, landscape, cul tural or other related value

No None within the study area

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

Yes

Water bodies : - Iruvazhinj i : - about 2 m. (NE) Cherupuzha – about 4 km. (W) Chal iyar river – about 6 km. (S)

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3 Areas used by protected, important or sensit ive species of f lora or fauna for breeding, nest ing, foraging, resting, over winter ing, migration

No None within the area

4 Inland, coastal, marine or underground waters

Yes

Water bodies : - Iruvazhinj i : - about 2 m. (NE) Cherupuzha – about 4 km. (W) Chal iyar river – about 6 km. (S)

5 State, National boundaries No None within the area

6 Routes or faci l it ies used by the public for access to recreation or other tourist, p i lgr im areas

No Not applicable

7 Defense instal lat ions No None within the area

8 Densely populated or bui l t-up area Yes Project site is in the Mukkom Municipality and is densely populated.

9 Areas occupied by sensitive man-made land uses (hospita ls, schools, places of worship, community faci l i t ies)

Yes The site is within the Municipality l imit and there are several hospitals, schools, places of worship, educational institution and other community facil it ies within the vicinity of the project site.

10 Areas contain ing important, h igh quali ty or scarce resources (ground water resources, surface resources, forestry, agriculture, f isheries, tourism, minerals)

No None w ithin the study area

11 Areas already subjected to pollut ion or environmental damage. ( those where exist ing legal environmental standards are exceeded)

No No crit ically polluted area is located within 15 km. radius.

12 Areas susceptible to natural hazard which could cause the project to present environmental problems (earthquakes, subsidence, landsl ides, erosion, f looding or extreme or adverse c limatic conditions )

No The project area and it ’s surroundings falls under Zone-II I, according to the Indian Standards Seismic Zoning Map and falls in Zone-II I . No reported earth quake, subsidence, erosion, cloudburst in the area or in its surroundings. Also, there is no hil ly area around the project site, there is no chance of landslide.

( IV). Proposed Terms of Reference for EIA studies

Ans. The proposed project is having built-up area 31,694.98 sq. m and which is less than 1,50,000 sq.m. and therefore, as per EIA Notificat ion, 2006, the project falls under 8 (a) and hence EIA Studies is not required for this project .

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APPENDIX II

( See paragraph 6 )

FORM-1 A

(Only for construction projects l isted under item 8 of the Schedule)

(Environmental Clearance for expansion of the existing Hospital campus Project to be developed by M/s Kunhitharuvai Memorial Charitable Trust (KMCT).

at (Sy. Nos. 39/3A, 2, 39/1, 2, 4, 44/1, 2, 4, 78, 42/2, 43/2, 43/1A, 101/1A, 43/1B, 2B, 102/1, 47/1, 101/2C, 2B, 102/2, 49/2A, 101/2A, 39/3, 39/3B, 49/1B, 30/1,

Thazhakkode Village, Mukkom Municipality, Kozhikode Taluk & District, Kerala)

CHECK LIST OF ENVIRONMENTAL IMPACTS

(Project proponents are required to provide full information and wherever necessary attach explanatory notes with the Form and submit along with proposed environmental management plan & monitoring programme)

1.0 LAND ENVIRONMENT (Attach panoramic view of the project site and the vicinity)

1.1. W ill the exist ing land use get s ignif icantly a ltered f rom the project that is not consistent with the surroundings? (Proposed land use must conform to the approved Master Plan / Development Plan of the area. Change of land use if any and the statutory approval f rom the competent author ity be submitted). Attach Maps of ( i) si te location, ( i i) surrounding features of the proposed si te (with in 500 meters) and ( i i i ) the s ite ( indicating levels & contours) to appropr iate scales. If not available attach only conceptual plans.

Ans. The proposed project is an expansion of exist ing hospital campus and is located at Thazhakkode Village which is fall ing in Municipality l imits of Mukkom Municipality, Kozhikode Taluk & District, Kerala.

The vicinity map showing the location of the project site & it ’s surroundings is attached. The conceptual plan showing buildings, location of STP, Solid waste processing area, landscape area, parking area, rain water storage tanks, location of well, entry & exit to the site, internal traffic circulation within the site and surrounding etc. is attached.

1.2. L ist out a ll the major project requirements in terms of the land area, bui l t up area, water consumption, power requirement, connect ivi ty, community faci l i t ies, parking needs etc.

Ans. The major project requirements for this construction projects are mentioned below:-

Objective of the project = Expansion of exist ing hospital campus Total plot area = 11.7638 ha. Built-up area = 31,694.98 sq.m. Total Domestic Water Req. = 458 KL/day Sewage Generation = 367 KL/day Sewage Disposal Facility = Sewage Treatment Plant & Recycling

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Treated Water Available from STP = 330 KL/day Effluent Generation from ETP= 36 KL / day Effluent disposal facil ity = Effluent Treatment Plant & Recycling Treated water available from ETP = 32 KL / day Source of Water = Roof Rain water (Non-flushing req.) (Rainy

days-Concurrent use), Stored rain water / wells / KWA supply (Non flushing req.) (non-rainy days) & Treated waste water from STP / ETP (Flushing Req.) (Entire Year)

The details of the daily water requirement balance chart ( rainy days & non – rainy days ) is provided. Also attached is the activity wise populat ion & daily water consumption details are attached. Total Power Requirement = 600 kVA Source of Power = Kerala State Electricity Board &

D.G. Sets (standby) Capacity of D.G. Sets = 250 kVA x 2 nos. Connectivity :- The main entry/exit to the project site is from (avg. width existing) Manassery Road (SW side) which is well connected to entire city. The nearest railway stat ion (Calicut Railway Station) is about 27 km. (SW) and Calicut International Airport, Karipur is about 31 Km. (S) away from the project site. 1.3. What are the l ikely impacts of the proposed act iv ity on the exist ing faci l it ies

adjacent to the proposed site? (Such as open spaces, community faci l i t ies, detai ls of the exist ing land use, disturbance to the local ecology).

Ans. The proposed project is an expansion of exist ing hospital campus and is located at Thazhakkode Village which is fall ing in Municipality l imits of Mukkom Municipality, Kozhikode Taluk & District, Kerala. There would be no negative impacts on the existing facil it ies adjacent to the proposed site. The proposed project has provision for ( i) Treatment of sewage / effluent and it ’s fully recycling thereby there is no discharge outside the project premises. ( i i) The project has made provision for rain water storage tanks & pond which will be used as concurrent source of water during rainy days and for non-rainy days. (i i i) By the Bio-gas generation plant / bio-bin system which will be proposed within the project premises, the bio-degradable solid waste disposal will be managed within the site thereby no disposal outside the site. (v) There are various native species of trees, shrubs, herbs etc. existing at site as part of f loral ecology. Some of the trees will be retained and the remaining will be cut for development of the proposed site. As part of the eco restoration, large number of saplings of native species would be planted. Due to the eco restoration, the impact to floral and faunal ecology will be short term.

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1.4. W il l there be any s ignif icant land disturbance resulting in erosion, subsidence & instabi l i ty? (Details of soil type, slope analys is, vulnerabi l i ty to subsidence, seismicity etc may be given) .

Ans. There will be no signif icant land disturbance occur due to the proposed construction project. The project site falls within Zone-II I as per the seismological classif ication map of India. There is no history of subsidence of the project site or it’s surroundings in the past. There is a topographical level difference within the site and the slope is toward south west side. Pre-construction Soil Investigation has been carried out for the site. It is reported that, the water table is encountered upto a depth of about 3 m. below the existing ground level.

1.5. W ill the proposal involve alterat ion of natural drainage systems? (Give detai ls

on a contour map showing the natural drainage near the proposed project s i te) Ans. There is a topographical level difference within the site and the slope is

toward south west side. The proposed development does not affect the drainage pattern of the site and surroundings. The rain water from the site would be stored in the tanks / pond exist ing at site & additional rain water harvesting tanks to be constructed within the site. The excess runoff from the site will be properly chanalized to the drain and will be discharged only after de-siltation & oil removal to the drain.

1.6. What are the quanti t ies of earthwork involved in the construction activ i ty-

cutt ing, f i l l ing, reclamation etc. (Give detai ls of the quantit ies of earthwork involved, transport of f i l l materials f rom outs ide the s ite etc.)

Ans. Excavation of earthwork for the foundation of new structures will be carried out. The top soil which is fert i le will be kept at site for landscaping work. The excavated soil will be used for back f il l ing work and for internal road construction purposes. There is a topographical level difference at site. As far as possible, this level dif ference will be made of use for the proposed development.

1.7. Give detai ls regarding water supply, waste handling etc. during the construct ion

period. Ans. Construction phase – It is expected to have about 150 workers (average)

during construction phase. The water requirement during construction period is from the well water / stored rain water. The domestic water requirement is expected to be 11 KL per day and for construction purposes would be about 15 KL per day. Further, by using of ready mix concrete (RMC) & curing agents, the water will be reduced substantially. The major part of the construction water requirement will be fully consumed. The sewage generat ion from labourers during construction period would be about 9 KL/day and this quantity of domestic waste would be disposed through a mobile STP to be provided for the labourers. The treated sewage will be used for meeting the landscape / sprinkling / dust suppression purposes. The non bio-degradable waste, the empty cement bags, other packaging materials etc. would be disposed to the vendors. The bio-degradable solid waste from the labour colony will be disposed in the bio-gas generation plant from the laborers.

1.8. W ill the low lying areas & wetlands get a ltered? (Provide detai ls of how low

lying and wetlands are gett ing modif ied f rom the proposed act ivi ty) Ans. Not applicable. 1.9. Whether construction debris & waste during construction cause heal th hazard?

(Give quanti t ies of var ious types of wastes generated during construct ion including the construction labour and the means of disposal)

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Ans. The construction waste consists of earth, debris concrete, lumber, masonry and cardboards which are about 35%, 15%, 12% and 10% respectively. Construction waste would be disposed for backfill ing purposes. The bio-degradable food waste from the construction labourers will be disposed in the existing bio-gas generation plant from the labour colony. The non-biodegradable waste will be stored and sold to the vendors. The packaging material l ike cement bags etc. would also be sold to the vendors.

2.0 WATER ENVIRONMENT 2.1. Give the total quanti ty of water requirement for the proposed project with the

breakup of requirements for var ious uses. How wi l l the water requirement met? State the sources & quanti t ies and furnish a water balance statement.

Ans. The details are provided below :- The water requirement during construction phase are for construction purposes and for the domestic water requirements of the construction workers. The construction water requirement is expected to be 15 KL/day and for domestic purposes is estimated to be 11 KL/day. The water requirement during the construction phase will be met from the wells & stored rain water. The total daily water requirement, water balance chart and source of water during the operation phase of the project calculated on the basis of full occupancy are mentioned below:- Total Domestic Water Req. = 458 KL / day (which includes 367 KLD of fresh water req.) Sewage Generation = 367 KL / day Sewage Disposal Facility = Sewage Treatment Plant & Recycling Treated Water Available = 330 KL / day Effluent Generation from ETP= 36 KL / day Effluent disposal facil ity = Effluent Treatment Plant & Recycling Treated water available from ETP = 32 KL / day Source of Water : - 1. Roof Rain water (Non-flushing req.) (Rainy days-Concurrent use) 2. Stored rain water / well water / KWA supply (Non f lushing req.) (non-rainy

days) 3. Treated waste water from STP/ETP (Flushing Req.) (Entire Year) The project has made provision for rain water storage tanks / pond will be used for the concurrent use and of water and hence as source of water during rainy days & non-rainy days. The source of water for this well water & stored rain water through tanks and hence the availability of water is ensured. The Water Balance Chart (rainy days & non-rainy days) is attached. The activity wise populat ion & daily water consumption details are attached. 2.2. What is the capacity (dependable f low or yie ld) of the proposed source of

water?

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Ans. During construction phase, the source is from the well water & recycled water from STP/ETP & rain water storage tanks. With the estimated construction phase water requirement of about 26 KL/day (15 KLD + 11 KLD) extending for a period of about 36 months, this source is dependable. The source of water for the proposed project during operation phase will be water from the proposed Rain water collection tanks within the site of for meeting the water requirement for non-f lushing (during rainy days). Also, it proposed to construct additional STP for the treatment of additional domestic sewage load & effluent from the hospital laundary through ETP. During non-rainy days, the source of water is from stored rain water, KWA water supply & for well water for meeting the non-f lushing water requirement. The treated waster from STP/ETP would meet the water requirement for f lushing, horticulture, boiler & make-up water requirement for cooling towers attached with HVAC plant requirements. Therefore by these sources and by an integrated water management approach, a dependable source of water is ensured. Further details are provided in water balance chart which is provided.

2.3. What is the quali ty of water required, in case, the supply is not f rom a municipal source? (Provide physical, chemical, b io logical character ist ics with c lass of water qual i ty)

Ans. The source of water for the proposed project will be from Kerala Water Authority (KWA), stored rain water during rainy days & non-rainy days for non-f lushing purposes & treated sewage for meeting the f lushing, horticulture, boiler & make-up water requirement for cooling towers attached with HVAC plant requirements. It is proposed to have Sewage Treatment Plant (STP) for treatment of domestic sewage. Also, it is proposed to have WTP for fi ltrat ion & disinfect ion of before its use. The water quality of the well water existing at the project site is collected and analyzed through an accredited laboratory.

2.4. How much of the water requirement can be met f rom the recycling of treated

wastewater? (Give the detai ls of quanti t ies, sources and usage) Ans. The proposed project has provision for treatment of sewage. The quantity

of treated water from STP which is f it for recycling to meet the flushing (131 KL), hort iculture (46 KL), boiler (40 KL) & excess for make-up water requirement for cooling towers attached with HVAC plant. The details of recycling and it ’s usage are provided in water balance chart.

2.5. Wil l there be diversion of water f rom other users? (Please assess the impacts of

the project on other exist ing uses and quanti t ies of consumption) Ans. Since there is minimal dependency on public supply, there is no diversion

of water from other users. The water supply for the proposed project is from stored rain water, well water and recycled water and hence there will be minimum impact to the surrounding.

2.6. What is the incremental pol lut ion load f rom wastewater generated f rom the

proposed act iv i ty? (Give detai ls of the quanti t ies and composition of wastewater generated f rom the proposed activi ty)

Ans. There would be no incremental pollution load from wastewater generated from the proposed act ivity because the whole waste water of this project would be treated through S.T.P. within the project area and the treated water from S.T.P will be fully re-used and no discharge outside the project site. Therefore, no impact outside the site.

2.7. Give detai ls of the water requirements met f rom water harvest ing? Furnish

detai ls of the facil i t ies created.

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Ans. The source of water for the proposed project will be water from Rain water storage tanks / pond to be constructed within the site for meeting the water requirement for non-flushing activit ies.

2.8. What would be the impact of the land use changes occurring due to the

proposed project on the runof f character ist ics (quanti tat ive as well as qual i tat ive) of the area in the post construction phase on a long term basis? Would i t aggravate the problems of f looding or water logging in any way?

Ans. It is proposed to have construction addit ional rain water storage tanks / ponds. The excess runoff from the site will be properly chanalized to the external drain and will be discharged only after de-siltat ion & oil removal to the drain. Due to these measures, there would not be any incremental load and will not cause any f looding or water logging.

2.9. What are the impacts of the proposal on the ground water? (W il l there be

tapping of ground water ; give the detai ls of ground water table, recharging capacity, and approvals obtained f rom competent author ity, i f any)

Ans. It is reported that, the water table is encountered upto a depth of about 3 m. below the existing ground level. The source of water for the proposed project will be water from Rain water storage tanks / ponds for meeting the water requirement during rainy days-concurrent use and stored for non-rainy days and open well at site for meeting the water requirement for non-flushing act ivities and hence the availability of water is ensured and due to the reasons mentioned above, the dependency on ground water will be minimal.

2.10. What precautions/measures are taken to prevent the run-off f rom construct ion

activ i t ies pol lut ing land & aquifers? (Give details of quantit ies and the measures taken to avoid the adverse impacts)

Ans. The run-off during construction phase will be part ially channelized to the rain water storage tank. The excess runoff from the site will be properly chanalized to the drain and will be discharged only after de-siltation & oil removal to the drain and therefore, the run-off will not contaminate the land and aquifer .

2.11. How is the storm water f rom with in the s ite managed? (State the provis ions

made to avoid f looding of the area, detai ls of the drainage facil i t ies provided along with a s ite layout indication contour levels)

Ans. The roof run-off from the site will be appropriately channelised to the additional storm water collection tanks / ponds to be constructed within the site and excess runoff from the site will be properly chanalized to the drain and will be discharged only after de-siltat ion & oil removal to the drain. As per the contour of the site the natural drainage pattern within the site is towards south direction. The surface runoff will be properly channelized to the external drain after de-silt ing and oil removal.

Sand, gravel & other loose construction materials during rainy days to be kept in a covered or secured place so as to prevent the carrying of these through surface run-off. Proper & regular house keeping of the construction site specially during rainy days & these area to be free of all l itters like plastic bottles & carry bags, packaging materials, hand gloves, etc.

2.12. W il l the deployment of construction labourers part icular ly in the peak per iod

lead to unsani tary conditions around the project s i te (Justi fy with proper explanation)

Ans. The proposed project has provision of labor sheds and the domestic sewage will be channelised to the mobile STP for treatment of sewage

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during the construction period to handle the sewage. The bio-bin system will be use for disposal of food waste from laborers. Also, it is proposed to have a dedicated staff for good house keeping of the construction site premises and the labor colony premises. These measures will ensure a good hygienic conditions around the labor colony.

2.13. What on-site facil i t ies are provided for the collect ion, treatment & safe

disposal of sewage? (Give detai ls of the quanti t ies of wastewater generation, treatment capacit ies with technology & faci l i t ies for recycl ing and disposal)

Ans. The project has provision of mobile STP for the treatment of sewage during construction phase and additional STP within the project premises to treat the additional sewage during operat ion phase. The technology for the treatment of the sewage is up to tertiary treatment technology. The total quantity of sewage generation will be 367 KL/day and effluent from ETP will be of 36 KLD. The treated water will be fully recycled for meeting the flushing, horticulture, boiler & make-up water requirement for cooling towers attached with HVAC plant requirements. There will be no sewage / effluent discharge from the proposed project premises after development of the proposed project.

2.14. Give details of dual p lumbing system if treated waste used is used for f lushing

of toi lets or any other use. Ans. The treated waste water from the proposed Sewage Treatment Plant

during the operation phase of the project will be used for f lushing, horticulture, boiler & make-up water requirement for cooling towers attached with HVAC plant purposes and for which dual plumbing system is proposed.

3.0 VEGETATION 3.1. Is there any threat of the project to the biodiversity? (Give a description of the

local ecosystem with its unique features, if any) Ans. There are various native species of trees, shrubs, herbs etc. exist ing at

site as part of f loral ecology. Some of the trees will be retained and the remaining will be cut for development of the proposed site. As part of the eco restorat ion, large number of saplings of native species would be planted. Due to the eco restorat ion, the impact to floral and faunal ecology will be short term.

3.2. W ill the construction involve extensive clearing or modif icat ion of vegetat ion?

(Provide a detai led account of the trees & vegetat ion af fected by the project) Ans. There are various native species of trees, shrubs, herbs etc. exist ing at

site as part of f loral ecology. Some of the trees will be retained and the remaining will be cut for development of the proposed site. As part of the eco restorat ion, large number of saplings of native species would be planted. Due to the eco restorat ion, the impact to floral and faunal ecology will be short term. As per the “Kerala Promotion of Tree Growth in Non-Forest Areas (Amendment) Act, 2007”, no permission is required for cutting of these trees.

3.3. What are the measures proposed to be taken to minimize the l ikely impacts on

important s i te features (Give detai ls of proposal for tree plantat ion, landscaping, creation of water bodies etc along with a layout plan to an appropriate scale)

Ans. It is proposed to have large number of tree plantation (native species) within the project area. Also, it is proposed to medicinal garden, kitchen garden within the site to enhance the bio-diversity at site.

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4.0 FAUNA 4.1. Is there l ikely to be any displacement of fauna- both terrestr ial and aquatic or

creation of barr iers for their movement? Provide the details. Ans. The proposed project is expansion of exist ing project. There will be no

displacement of fauna due to the construction of the proposed project . 4.2. Any direct or indirect impacts on the avifauna of the area? Provide detai ls . Ans. There is no direct or indirect impact on the avifauna of the area due to this

project. After the proposed eco restoration with lot of flowering trees and fruit bearing trees will enhance the presence of avifauna.

4.3. Prescribe measures such as corr idors, f ish ladders etc to mitigate adverse

impacts on fauna Ans. Not applicable. 5.0 AIR ENVIRONMENT 5.1. W ill the project increase atmospheric concentration of gases & result in heat

is lands? (Give detai ls of background air qual i ty levels with predicted values based on dispersion models taking into account the increased traff ic generat ion as a resul t of the proposed construct ions)

Ans. The proposed project is an expansion of the existing hospital campus project and it will not increase atmospheric concentration of gases, the project has provision of D.G. Sets for standby arrangement of electricity and will run only during power failure. The stack attached to the proposed D.G. Sets will follow all the rules and regulat ions of State Pollut ion Control Board and Central Pollution Control Board. The ambient air quality of the site carried out through an accredited laboratory.

5.2. What are the impacts on generat ion of dust, smoke, odorous fumes or other

hazardous gases? Give detai ls in re lat ion to all the meteorological parameters. Ans. During construction phase, there will be generation of dust & smoke due

to this project. The dust generat ion during construction phase will be controlled by enclosures at appropriate locations and also by sprinkling of water for suppression of dust. The gas/smoke generation expected is from D.G. sets only and the gases will be vented out through stack of appropriate height.

5.3. W il l the proposal create shortage of parking space for vehic les? Furnish detai ls

of the present level of transport inf rastructure and measures proposed for improvement including the traff ic management at the entry & exit to the project si te.

Ans. The proposed project would provide vehicle parking facil it ies within the project premises. The parking plan for this project would follows KMBR guidelines. The conceptual plan clearly shows the internal traffic management with entry and exit to the proposed project site. The proposed site development will provide internal drive way as per KMBR at all around the building blocks for easy & smooth vehicular movement. The main entry/exit to the project site is from (avg. width existing) Manassery Road (SW side) which is well connected to entire city. The nearest railway stat ion (Calicut Railway Station) is about 27 km. (SW) and Calicut International Airport , Karipur is about 31 Km. (S) away from the project site.

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5.4. Provide detai ls of the movement patterns with internal roads, bicycle tracks, pedestr ian pathways, footpaths etc., wi th areas under each category.

Ans. The conceptual plan shows the internal traffic management with entry and exit to the proposed project site, all internal roads with width, pedestrian path ways etc. Further provision of ramps are proposed for the easy access to the building for physically challenged persons.

5.5. W ill there be signif icant increase in traff ic noise & vibrat ions? Give details of

the sources and the measures proposed for mitigat ion of the above. Ans. The proposed project is an expansion of the existing hospital project and

there would be some increase in noise and vibrat ion due to the vehicular movement within the project site. The project has provision of large area for the parking for the vehicles and the parking arrangement which is planned, that there would be easy movement of vehicles within the project area and smooth movement is provided for the vehicles to reduce the traffic congestion.

5.6. What wil l be the impact of DG sets & other equipment on noise levels &

vibrat ion in & ambient air qual i ty around the project si te? Provide details . Ans. The D.G. sets which would be used for the project will be with sound proof

acoustic enclosures and hence there will be no impact to the surroundings. The D.G. sets would be attached with proper anti vibrat ion pads to reduce any vibration impact to the site surrounding.

The f lue gases from the D.G. sets will be vented out through stack of appropriate height as per C.P.C.B. norms to reduce the impacts on air quality around the project site. The ambient noise level of the site is carried out through an NABL accredited laboratory.

6.0 AESTHETICS 6.1. W ill the proposed construct ions in any way result in the obstruction of a v iew,

scenic amenity or landscapes? Are these considerat ions taken into account by the proponents?

Ans. There is no any scenic beauty near the project site. Therefore, the proposed project in no way work as an obstruction of view.

6.2. W ill there be any adverse impacts f rom new constructions on the exist ing

structures? What are the considerat ions taken into account? Ans. The proposed project is falling in Municipality l imits of Mukkom

Municipality, Kozhikode Taluk & District , Kerala. The surrounding area is residential / institutional developments with open land / agricultural. The south west direction there is main access road (Manassery Road) to the site. There will be no any adverse impacts due to the development of the proposed project.

6.3. Whether there are any local considerat ions of urban form & urban design

inf luencing the design cr i ter ia? They may be explic i t ly spelt out. Ans. The proposed project would be constructed in conformity with the Kerala

Municipal Building Rules (KMBR). As per seismic classif ication, the project site falls in Zone-II I . No reported cloudburst in the area. Also, there is no hilly area around the project site, there is no chance of landslide. Structural design aspects as per the seismic codes – IS 1893 (2002), IS 13920 (1993) and IS 456 (2000) as applicable would be incorporated in our project.

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6.4. Are there any anthropological or archaeological si tes or artefacts nearby? State i f any other s ignif icant features in the vic ini ty of the proposed site have been considered.

Ans. There is no report of existence of any anthropological or archaeological site nearby the project area. The proposed project is located in Mukkom Municipal l imits in Kozhikode District. The vicinity map showing the site & surrounding area is provided.

7.0 SOCIO-ECONOMIC ASPECTS 7.1. W ill the proposal resul t in any changes to the demographic structure of local

populat ion? Provide the details . Ans. The proposed project is an expansion of the existing project . After the

proposed expansion, during operat ion phase on full occupancy of the project, the maximum populat ion expected is 7,110 persons and hence there will be influx of people to the project area and surrounding.

7.2. Give detai ls of the exist ing social inf rastructure around the proposed project. Ans. There are several schools, colleges, religious places, commercial and

residential buildings, Govt. and private off ices, hospitals, which are located around the proposed project. The vicinity map showing the surrounding details of the proposed project is provided.

7.3. W il l the project cause adverse ef fects on local communit ies, disturbance to

sacred s ites or other cul tural values? What are the safeguards proposed? Ans. The project would not cause any adverse effects on local communit ies,

disturbance to sacred sites or other cultural values. The proposed project is an institut ional project and thereby the living index of the people around the project site will definitely improve. Also there will be various ancillary activit ies l ike convenient shops, transport facilit ies etc. attached to the project which will benefit the local people and change their l iving condit ion.

8.0 BUILDING MATERIALS 8.1. May involve the use of building materials with high-embodied energy. Are the

construction mater ials produced with energy ef f ic ient processes? (Give detai ls of energy conservation measures in the select ion of bui lding materials and their energy ef f ic iency)

Ans. The proposed expansion of exist ing hospital campus project and the some of buildings are centrally air conditioned building, the select ion of building materials plays a major role in the energy consumption. The proposed project will make all attempts to use to avoid building materials with high embodied energy. Cement blocks & hollow blocks will be replaced with country made red bricks. Further, the r iver sand will be replaced by manufactured sand from stone crushers. The glass used will be low emissivity and having U value as per ECBC norms.

8.2. Transport and handling of materials during construction may result in pol lut ion,

noise & public nuisance. What measures are taken to minimize the impacts? Ans. All vehicles which bring construction material to the site would possess

Pollution Under Control Certificates (PUC). All vehicles would be of close body to avoid spread of dust from the loose materials, and vehicles which bring sand, stone dust, etc. would ensure that the above mentioned material are properly wetted during transportation to avoid dust generation. Pucca Road to be made in the construction site for the vehicle movement so that the dust generat ion due to the vehicular movement

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within the project site can be minimized. Stacking of construction material shall be confined to the project site only. All the D.G. Sets would have attached with Acoustic Enclosure for the sound pollution control and all sound generating construction activity to be minimized. Further barricading of the site with GI sheets of 10 ft height in the side abutting the public road during construction phase.

8.3. Are recycled mater ials used in roads and structures? State the extent of savings

achieved? Ans. The plast ic (non-biodegradable solid waste) will be used along with coal

tar during the construction of internal roads. This will increase the life of roads.

8.4. Give detai ls of the methods of collect ion, segregation & disposal of the garbage

generated dur ing the operation phases of the project. Ans. The details are given below :- SOLID WASTE

� After the proposed expansion, the project will generate about 601 Kg/day. � The Solid Waste Management Rules, 2016 will be followed in the Solid

Waste Disposal Mechanism at the site during operation phase. � The construction & demolit ion waste management rules, 2016 will be

follow during construction phase. � Collect ion & segregation within the site (bio-degradable waste (green

bins), non-biodegradable waste (blue bins) and domestic hazardous waste (yellow bins).

� The recyclable waste like packaging material, paper etc. would be sold through vendors and the area earmarked for the storage of the same.

� The Bio-degradable waste would be disposed through the bio-gas generation units to be installed within the site.

� The bio-gas generated will be ut ilized in the canteen / kitchen area and the manure generated will be util ized for green area development within the premises.

e-Waste : - � Discarded computer parts, monitor, key boards etc. constitutes e-waste

and this waste will be stored in an earmarked area. � E-waste will be generated after 4-5 years latency period � Separate earmarked space will be provided for e-waste storage. � E-waste will be disposed as per E Waste (Management & Handling) Rules.

HAZARDOUS WASTE � As per Hazardous Waste (Management & Handling Rules), the hazardous

waste i.e., the used oil from D.G. sets, discarded oil f i lters and discarded batteries and stored separately and will be disposed to CPCB / SPCB authorized vendors only.

� M/s Pefect Alloys, Chengannur, M/s Peejay Enterprises, Thiruvalla, M/s Excel Petrochemicals, Kochi and M/s Cee Jee Lubricants, Aluva are the approved recyclers for discarded batteries & used oil located in Kerala.

� The domestic hazardous waste which includes discarded painted drums, pesticide cans, CFL bulbs, tube lights, expired medicines, broken mercury thermometers, used batteries, used needles and syringes and contaminated gauge etc. generated at the household level will be collected in yellow bins and to be handed over to authorized waste pickers or waste collectors.

BIO-MEDICAL WASTE:- � After the proposed expansion of the hospital buildings, bio-medical waste

(about 553 Kg/day) l ike infectious beddings, cotton, swabs, used syringes, discarded medicines, etc. would be generated.

34

� The bio-medical waste would be segregated at source by providing appropriate colour coded bins / containers as per the colour coding provided in the Bio-Medical Waste (Management & Handling) Rules.

� The Bio-medical waste from the hospital would be outsourced through a Kerala State Pollution Control Board authorized agency (M/s Indian Medical Associat ion Goes Eco Friendly, IMAGE).

RADIO ACTIVE WASTE MANAGEMENT :- � The use of unsealed radioisotopes regular ly gives rise to radioactive

waste, which has to be disposed of in a responsible and safe manner. The waste may include residual amounts of the original radionuclide, disposable containers (vials, syringes etc.) partially decayed or surplus unsealed sources.

� The radioactive waste should be segregated from the non-active waste. Lead line waste bins with polythene linings should be used for collecting solid radioactive waste and Vials for l iquid waste.

� When both lived nuclide and longer l ived one are used, separate waste collect ion bins and storage bags should be provided for the two categories of radionuclide.

� The disposal procedures are based on the following principles. o Dilute and dispersion for low level radioactive waste: - low activity

short l ived radioactive waste may be disposed off into the sewage system with adequate f lushing with water.

o Delay and decay for short l ived radio isotopes – waste containing short l ived isotopes such as from isotope generator may stored in a special made RCC pit and release as general waste.

� All the radiation safety guidelines of Atomic Energy Regulatory Board (AERB) Bhabha Atomic Research Centre (BARC) with regard to the disposal of radio active waste would be followed. A radiat ion safety off ice will be employed to ensure the radiation safety guidelines.

9.0 ENERGY CONSERVATION 9.1. Give detai ls of the power requirements, source of supply, backup source etc.

What is the energy consumption assumed per square foot of bui l t-up area? How have you tr ied to minimize energy consumption?

Ans. The total power requirement is estimated to be 600 kVA and will be from by Kerala State Electricity Board. The project will make provision of D.G. Sets (250 kVA x 2 nos.) as standby arrangement of electricity. The proposed project will have provision of power saving and maximum natural l ight will be provided to minimize energy consumption. Other measures are:

� Water cooled chillers in place of air cooled chillers which are energy intensive & the treated water available from STP would be used as make-up water attached to the water cooled chillers.

� Solar Energy operated Photovoltaic l ighting for part ial external areas lighting.

� Savings in energy by the use of LED lamps. � Building Management System ( BMS ) through sensors for maximizing the

energy conservation. � Electrical f ixtures & HVAC unit would be of 5 star series as per Bureau of

Energy Efficiency (BEE) to achieve reduction in energy consumption. � Total energy saving is expected to be of about 23%.

9.2. What type of and capacity of power back-up to you plan to provide? Ans. The project proponent has made provision of D.G. Sets (250 kVA x 2 nos.)

as standby arrangement of electricity.

35

9.3. What are the character ist ics of the glass you plan to use? Provide specif ications of i ts character ist ics related to both short wave and long wave radiat ion?

Ans. The glass used will be low emissivity and the other specif ications of the glass will comply with the norms as per ECBC.

9.4. What passive solar architectural features are being used in the bui lding?

I l lustrate the appl icat ions made in the proposed project. Ans. All the relevant features are incorporated like the orientation of the

building, shading effect etc. 9.5. Does the layout of streets & buildings maximise the potentia l for solar energy

devices? Have you considered the use of street l ighting, emergency l ight ing and solar hot water systems for use in the bui lding complex? Substantiate with detai ls .

Ans. Due consideration has been taken for maximum use of the solar energy while preparation of layout plan. The project proponent shall made provision for solar panel system (hot water purpose) in building blocks and solar energy devices will be used for street l ighting, emergency lighting in the proposed project.

9.6. Is shading ef fectively used to reduce cooling/ heating loads? What pr inciples

have been used to maximize the shading of Walls on the East and the West and the Roof? How much energy saving has been ef fected?

Ans. All the relevant features are incorporated like the orientation of the building, shading effect etc.

9.7.Do the structures use energy-eff icient space condi t ioning, l ight ing and

mechanical systems? Provide technical detai ls. Provide detai ls of the transformers and motor eff ic iencies, l ight ing intensity and air-condit ioning load assumptions? Are you using CFC and HCFC free chi l lers? Provide specif ications.

Ans.Suitable energy optimization will be adopted during the calculation of energy load of the proposed project. The space heating load will be minimized using passive solar structure and suitable buildings envelop material. Uses of incandescent lamp and halogen lamps have been avoided and energy eff icient LED lamps will be used for all common area. The diesel generator sets shall be automatically controlled to optimize their usage based on the actual load requirements at any time. Variable frequency drive systems would be adopted for the lifts etc. to maximize the energy saving.

9.8. What are the l ikely effects of the bui ld ing activi ty in alter ing the micro-c limates?

Provide a self assessment on the l ikely impacts of the proposed construction on creation of heat is land & inversion effects?

Ans. More open spaces are proposed within the site to creation of any heat islands. The roads and parking spaces would be with concrete slabs intermittent with grass on surrounding.

9.9. What are the thermal character istics of the bui ld ing envelope? (a) roof ; (b)

external walls; and (c) fenestration? Give details of the mater ia l used and the U-values or the R values of the individual components.

Ans. The building construction material namely bricks, concrete and steel are being used in the construction. U-factor, also known as Thermal Transmittance, is heat transmission in unit t ime through unit area of a material or construction and the boundary air f i lms, induced by unit temperature difference between the environments on each side.

36

The glass used will be low with low emissivity and the other specificat ions of the glass will comply with the norms as per ECBC.

9.10. What precautions & safety measures are proposed against f i re hazards?

Furnish detai ls of emergency plans. Ans. List of equipments proposed for Fire Fighting Measures:- A. The major equipments proposed for Fire Fighting Measures are Main

Hydrant Pump, Sprinkler Pump, Diesel Engine Pump, Jockey Pump. B. Capacity of Fire Water Storage Tanks & Number:-

It is proposed to have Fire Water Storage Tank appropriate capacity of overhead tank for f ire f ighting provided at the tower.

C. Fire Detecting Equipments: - The Fire Detecting Equipments would be as per BIS and NBC norms.

D. Other Fire Fighting Measures: - The other Fire Fighting Measures proposed includes, an Emergency

Control Room, Separate Fire exit during emergency, all rooms with Fire Detector / Smoke Detector, Fire Extinguishes at each entry and exit point on each floor, (5 Kg, 10 Kg and 9 Ltr. capacity), Public address system etc. The Fire Fighting Measures are backed by Electrical supply from D.G. sets in case of emergency.

The nearest f ire station is at Mukkom Fire Station which is about 2 km. (E) away from the project site.

9.11. If you are using glass as wall mater ia l provides detai ls and specif ications including emissivity and thermal character ist ics.

Ans. The glass will be used Low-e glass. Opaque assemblies shall be modeled as having the same heat capacity as the proposed design but with minimum U-factor.

The glass used will be low emissivity and the other specif ications of the glass will comply with the norms as per ECBC.

9.12. What is the rate of air inf i l trat ion into the build ing? Provide detai ls of how you

are mitigating the ef fects of inf i l trat ion. Ans. Infiltration is the uncontrolled inward air leakage through cracks and

crevices in any building element and around windows and doors of a building caused by pressure differences across these elements due to factors such as wind, inside and outside temperature differences, and imbalance between supply and exhaust air systems. The some of the buildings are centrally air condit ioned and hence minimal inf luence to this aspect.

9.13. To what extent the non-conventional energy technologies are ut i l ised in the

overall energy consumption? Provide detai ls of the renewable energy technologies used.

Ans. The use of non-conventional source of energy in the proposed construction project are as follows: -

a. Solar Water Heater:- The proposed project would install solar panels for hot water requirements in the project and hence the dependency on electricity for hot water generation can be minimized. This would conserve lot of coal which produces the electricity through public supply and also load on D.G. sets also would be reduced and there by conserve diesel.

b. Solar Street Light: - It is also suggested to use solar cell powered street l ights within the

proposed project site for conservation of electricity. c. Use of LED Lamps: -

The project proponent would use LED Lamp which conserve less electricity.

37

d. Lighting: - The orientation of the all buildings of the proposed project are designed with natural ventilation and natural l ight in the non-air condit ioned buildings so that the use of l ights during day t ime can be minimized.

10.0 Environment Management Plan The Environment Management Plan would consist of al l mit igat ion measures for each item wise activ i ty to be undertaken during the construct ion, operation and the entire l ife cycle to minimize adverse environmental impacts as a result of the act iv it ies of the project. I t would also del ineate the environmental monitor ing plan for compliance of var ious environmental regulat ions. It wi l l s tate the steps to be taken in case of emergency such as accidents at the s ite including f ire.

Ans. The detailed Environmental Management Plan is provided.

ENVIRONMENT MANAGEMENT PLAN

CONSTRUCTION PROJECT (EXPANSION OF THE EXISTING PROJECT)

developed by M/s KUNHITHARUVAI MEMORIAL CHARITABLE TRUST

A

REPORT

ON

ENVIRONMENT MANAGEMENT

PLAN

ENVIRONMENT MANAGEMENT PLAN

CONSTRUCTION PROJECT (EXPANSION OF THE EXISTING PROJECT)

developed by M/s KUNHITHARUVAI MEMORIAL CHARITABLE TRUST

INDEX

SR. NO.

CONTENTS

1. INTRODUCTION

2. AREAS FOR IDENTIFICATION OF ENVIRONMENTAL ASPECTS & IMPACTS

3. ENVIRONMENT MANAGEMENT PLAN (EMP)

A. IMPACTS & MITIGATION MEASURES DURING CONSTRUCTION PHASE

B. IMPACTS & MITIGATION MEASURES DURING OPERATION PHASE

C. ENVIRONMENT MANAGEMENT PLAN

(BUDGETARY ALLOCATION)

D. ENVIRONMENT MONITORING PLAN (BUDGETARY ALLOCATION)

DURING CONSTRUCTION PHASE & OPERATION PHASE

E. ENVIRONMENT MANAGEMENT / MONITORING CELL

F. RISK ASSESSMENT AND DISASTER MANAGEMENT PLAN (DMP)

G. CONCLUSION

ENVIRONMENT MANAGEMENT PLAN

CONSTRUCTION PROJECT (EXPANSION OF THE EXISTING PROJECT)

developed by M/s KUNHITHARUVAI MEMORIAL CHARITABLE TRUST

1. INTRODUCTION

M/s Kunhi tharuvai Memorial Charitable Trust proposes to expand the

exist ing hospi tal campus project at Thazhakkode Vi l lage, Mukkom

Municipal i ty, Kozhikode Taluk & District, Kerala. The tota l p lot area is

11.7638 ha. and bui l t-up area for the proposed project is about

31,694.98 sq.m.

The populat ion expected during construction phase of the project is

about 150 persons per day which includes the skil led, semi skil led &

unskil led workers. Also, this inc ludes engineers, supervisors,

technic ians & other manageria l s taf f .

The population calculat ion for the proposed project during the

operat ion phase of the project is made based on the specif ications

provided in National Bui lding Code (NBC). The maximum expected

populat ion in a day during operation phase of the hospital project is

worked out. The specif ications as per NBC and the expected populat ion

af ter the proposed expansion are given below:-

Sr. No. Descript ion

1. In Patients ( No. of Beds ) = 790 Beds

2. Visi tors / bye-standers inpatients = 1,580 Persons

( 2 Persons / Bed )

3. Out Patients = 1,580 Persons

4. Vis itor / bye-standers with OPD patient = 1,580 Persons

( 1 Person / Out Patient )

5. Total no. of staff expected in the campus (wi thout

accommodation) ( l ike faculty, doctors, nurses, group-IV staff & other staff etc.) = 1,580 Persons

6. TOTAL = about 7,110 Persons (on full occupancy)

One of the main cr iter ia for quanti fying the environment impacts related

to the project dur ing the construction phase and operat ion phase for

the project is the maximum populat ion expected in a day. Based on

which the requirement of daily water consumption, waste water

generat ion, sol id waste generat ion etc. is calculated.

The Environment Management Plan (EMP) is a s ite specif ic plan

developed to ensure that the project is implemented in an

environmental ly sustainable manner and to understand the potent ial

environmental r isks ar is ing f rom the proposed project and take

ENVIRONMENT MANAGEMENT PLAN

CONSTRUCTION PROJECT (EXPANSION OF THE EXISTING PROJECT)

developed by M/s KUNHITHARUVAI MEMORIAL CHARITABLE TRUST

appropr iate act ions to minimize those r isks. EMP also ensures that the

project implementat ion is carr ied out in accordance wi th the planned

design and by taking appropr iate mitigat ion measures to reduce

adverse environmental impacts during the project ’s l i fe cycle.

2. AREAS FOR IDENTIFICATION OF ENVIRONMENTAL ASPECTS AND

IMPACTS

The environmental parameters l ikely to be af fected by a construction

project are related to many factors, i.e. physical, social, economic etc.

The operations may disturb environment of the project area and i ts

surroundings in var ious ways, such as removal of mass / earth, change

of landscape, clear ing of f lora and displacement of fauna of the area,

surface drainage, and l ikely change in a ir qual i ty, water qual i ty and soil

quali ty. While for the purpose of development and economic up-l i f tment

of people, there is need for establ ishment of the project, but these

should be environment f r iendly. Then only a sustainable development

can be ensure. Therefore, it is essential to assess the impacts of

proposed project on dif ferent environmental parameters, before starting

the construction activi t ies as well as the operat ional act iv i t ies, so that

abatement measures could be planned in advance for the area.

3. ENVIRONMENT MANAGEMENT PLAN (EMP)

The Environment Management Plan (EMP) for a development project

prescribes the mitigat ion measures to be adopted to null i fy or to

minimize various ant ic ipated environment impacts so as to ensure nil /

low impact due to the project to the surrounding environment. This wi l l

ensure sustainable and environment f r iendly development. The

Environment Management Plan for various facets of environment are

given below : -

A. IMPACTS & MITIGATION MEASURES DURING CONSTRUCTION PHASE

Impacts on Environment during Construct ion phase are :-

1. Air environment

2. Water environment

ENVIRONMENT MANAGEMENT PLAN

CONSTRUCTION PROJECT (EXPANSION OF THE EXISTING PROJECT)

developed by M/s KUNHITHARUVAI MEMORIAL CHARITABLE TRUST

3. Noise environment

4. Land environment including munic ipal sol id waste

5. Biological environment

6. Socio Economic environment

7. Energy Conservat ion

The detailed descript ion of Impacts & mit igat ion measures envisaged during

Construction phase are given below:-

1. AIR ENVIRONMENT

Anticipated Impacts : -

a. Particulate matter & gaseous emissions f rom operation of DG sets

(62.5 kVA x 1 no.)

b. Dust generat ion due to vehicular movement within the s ite

c. Dust generation due to var ious construct ion act ivi t ies ( transportat ion

of raw mater ials, loading & unloading, dr il l ing, breaking & dismantl ing

works etc.)

Mitigation Measures :-

� Stack height of D.G. sets as per CPCB Standards.

� Promotion of use of c leaner fuel

� All DG set should comply emissions norms notif ied by MoEF / CPCB.

� Concerting / b i tumen carpeting of internal roads.

� Sprinkl ing & wett ing of roads

� Wetting of loose construction materials before loading & unloading.

� Tarpaul in cover for the loose construct ion mater ial dur ing transfer.

� Temporary & portable enclosures where the dr il l ing & dismantl ing

works are carried out.

� To avoid work dur ing high windy conditions.

� To erect the wind barr iers around the construction area to avoid the

inf luence of the winds in the construct ion act iv ity.

� Stor ing of a ll loose construction materials in covered condition.

ENVIRONMENT MANAGEMENT PLAN

CONSTRUCTION PROJECT (EXPANSION OF THE EXISTING PROJECT)

developed by M/s KUNHITHARUVAI MEMORIAL CHARITABLE TRUST

2. WATER ENVIRONMENT

Anticipated Impacts : -

a. Impact on competing users ( if water is taken f rom the publ ic supply)

due to large consumption of water for cur ing, dust suppression,

construction, domestic use etc.

b. The dai ly construction water requirement for construction purposes is

expected to be about 15 KL and the domestic water requirement (dai ly)

is expected to be about 11 KL.

Mitigation Measures :-

� To avoid wastage of cur ing water, fol lowing procedures are

suggested:-

• Curing water should be sprayed on concrete structures: free f low of

water should not be al lowed for curing.

• Af ter l iberal cur ing on the f irs t day, al l concrete structures should

be painted with curing chemical to save water. This wi l l s top dai ly

water cur ing.

• Concrete structures should be covered wi th thick c loth / gunny bags

and then water should be sprayed on them. This would avoid water

rebound and wil l ensure sustained and complete cur ing.

• Tanks should be made using cement and sand mortar to avoid

water f lowing away f rom the f lat surface while curing.

� Monitor ing water use:- Use of water meter conforming to ISO

Standards would be insta l led at the inlet point of water uptake and at

al l discharge points to monitor the daily water consumption.

� Use of rain water for domestic purposes in the labour quarters/ labour

sheds (i f proposed within the s ite) & for construction purposes.

� Use of treated water f rom potable STP (to be instal led for the

treatment of domestic sewage) for labour quarters / labour sheds for

f lushing purposes.

� Use of treated water f rom STP for spr inkl ing, wett ing & dust

suppression.

� Insta l l water ef f ic ient sani tary f ixtures in the rest rooms & toilets

attached to the labour quar ters / labour sheds.

ENVIRONMENT MANAGEMENT PLAN

CONSTRUCTION PROJECT (EXPANSION OF THE EXISTING PROJECT)

developed by M/s KUNHITHARUVAI MEMORIAL CHARITABLE TRUST

3. NOISE ENVIRONMENT

Anticipated Impacts : -

a. Noise & v ibrat ion f rom DG sets due to inadequate acoustic enclosure.

b. Noise due to cutting & grinding of marble stone / t i les.

Mitigation Measures :-

� Use of DG sets wi th appropriate acoustic enclosures

� Use of ant i v ibrat ion pads.

� Wind breakers / acoustic enclosures made of gunny bags f i l led with

sand or earth and stacked up to a height of about 7-8 f t. at the marble

cutt ing & gr inding area. This arrangement works as wind breaker & as

a noise barr ier.

4. LAND ENVIRONMENT INCLUDING MUNICIPAL SOLID WASTE

Anticipated Impacts : -

a. Improper disposal of excavated earth l ike disposal to block natural

drainage, f i l l ing of wet land / paddy land etc.

b. Loss of top soi l

c . Soi l erosion dur ing the rainy season

c. Disturbing the ground water table and thereby deplet ion of ground

water ( impact on hydrogeology) due to the excavation for of

basements or lower ground f loors.

d. Improper disposal of municipal sol id waste, construct ion debris may

lead to impact on land environment.

Mitigation Measures :-

� The excavation of earth is for the foundation of structures. The top soi l

which is ferti le wi l l be kept at s i te for future landscaping work and the

excess excavated earth wi l l be used for back f i l l ing work, internal road

construction.

� There is a topographical level dif ference within the si te. As far as

possible, th is level dif ference wi ll be made of use for development of

the s ite.

� Pil l ing wi l l be carr ied out before excavation.

� Excavation wi l l be done only in summer season to prevent d isturbance

to the hydrogeology.

ENVIRONMENT MANAGEMENT PLAN

CONSTRUCTION PROJECT (EXPANSION OF THE EXISTING PROJECT)

developed by M/s KUNHITHARUVAI MEMORIAL CHARITABLE TRUST

� In order to prevent the s lides f rom caving while excavation, sheet

pi l ing with suitable anchorages & shutter ing systems wil l be done.

� Prevention of water ingress to the structures

� Mit igat ion measures for handling of munic ipal sol id waste

(about 60 kg/day) f rom the site.

• Segregation of waste at source into biodegradable and non

biodegradable waste by providing colored bins.

• Disposal of biodegradable Munic ipal Solid Waste by providing bio-

gas generation plan available in the exist ing campus.

• Disposal of non biodegradable recyclable waste to vendors.

• Disposal of inert waste by land f i l l ing / back f i l l ing.

5. BIOLOGICAL ENVIRONMENT

Anticipated Impacts : -

a. Loss of vegetation and loss of habitat of faunal species.

b. Vibrat ion due to movement / operat ion of heavy machinery

c. Cutt ing of trees, shrubs etc. for procuring f ire wood by construction

workers. (resource loss)

Mitigation Measures :-

� The proposed project is an expansion of the exist ing hospital complex

project and s ite is devoid of trees and there is not much of loss of

vegetat ion and loss of habitat. Further, attempt wi l l be made to save

any tree exist ing at si te by a lter ing the footpr int of the building.

� The labourers would be provided with LPG or kerosene for cooking

purposes.

6. SOCIO ECONOMIC ENVIRONMENT

Anticipated Impacts : -

a. Unhygienic s ite sanitat ion facil i t ies may affect health to construction

workers (about 150 persons).

b. The project s ite being in the Mukkom Munic ipal ity l im it , wi l l have

disturbance to the traff ic load in the existing approach roads to the

s ite.

ENVIRONMENT MANAGEMENT PLAN

CONSTRUCTION PROJECT (EXPANSION OF THE EXISTING PROJECT)

developed by M/s KUNHITHARUVAI MEMORIAL CHARITABLE TRUST

Mitigation Measures :-

The objective is to ensure health and safety of the workers with ef fective

provisions for the basic facil i t ies of sani tat ion, drinking water, safety of

equipments or machinery etc. Fol lowing are some of the recommendations :-

� Comply with the safety procedures, norms and guidel ines (as

appl icable) as outl ined in the National Bui lding Code of India, Bureau

of Indian Standards.

� Provide c lean drinking water to a l l workers.

� Provide adequate number of decentral ized latr ines and ur inals.

� Guarding all parts of dangerous machinery.

� Precautions for working on machinery.

� Mainta ining hoists and l if ts, l i f t ing machines, chains, ropes and other

l i f t ing tackles in good condition.

� Durable and reusable formwork systems to replace t imber formwork

and ensure that formwork where used is properly mainta ined.

� Ensuring that walk ing surfaces or boards at height are of sound

construction and are provided with safety ra ils or belts.

� Provide measures to prevent f ires. Fire f ight ing ext inguishers and

buckets of sand to be provided in the f ire prone area and elsewhere.

� Provide suff ic ient and suitable l ight for working dur ing night t ime.

Regarding the addi t ional traff ic during construction phase on the approach

road to the s ite, the following mitigat ion measures are proposed :-

� Procurement of mater ials in bulk & not in loose wil l reduce the traff ic

to the s ite.

� Movement of raw mater ial to the s ite only dur ing night hours.

� Dedicated parking space for vehic les coming to the s ite inc luding

those for the v is itors so as to avoid park ing on the roads.

� The vehic le carrying ready mix concrete should be avoided in the peak

traf f ic hours (morning 8 am to 11 am & evening 4 am to 8 am).

7. ENERGY CONSERVATION

Anticipated Impacts : -

a. Use of energy in-ef f icient bui ld ing mater ials may lead to higher

consumption of electrici ty in air condit ioned bui ldings.

ENVIRONMENT MANAGEMENT PLAN

CONSTRUCTION PROJECT (EXPANSION OF THE EXISTING PROJECT)

developed by M/s KUNHITHARUVAI MEMORIAL CHARITABLE TRUST

Mitigation Measures :-

� Use of building mater ia l for roof, wal ls & glass (R & U values) as per

BEE for less heat gain in air condit ioned bui ld ings.

B. ANTICIPATED IMPACTS & MITIGATION MEASURES DURING OPERATION PHASE Anticipated impacts on Environment during Operat ion phase are given

below:-

1 Air environment

2 Water environment

3 Noise environment

4 Land environment

5 Biological environment

6 Energy Conservat ion

The detai led descript ion of Impacts & mit igat ion measures during Operation

phase are given below :-

1. AIR ENVIRONMENT

Anticipated Impacts : -

a. Par ticulate Matter & Gaseous emissions ( including worst condi t ion of

operat ing al l DG sets (250 kVA x 2 nos.) dur ing power fai lure.

Mitigation Measures :-

� Stack height as per CPCB Standards.

� Development of a green belt (vegetation buffer) around the project s i te.

� Promotion of use of c leaner fuel

� All DG set should comply emissions norms notif ied by MoEF / CPCB.

2. WATER ENVIRONMENT

Anticipated Impacts : -

a. Impact on competing users due to consumption of public supply /

ground water (resource loss) for domestic consumption in the project

s ite.

ENVIRONMENT MANAGEMENT PLAN

CONSTRUCTION PROJECT (EXPANSION OF THE EXISTING PROJECT)

developed by M/s KUNHITHARUVAI MEMORIAL CHARITABLE TRUST

b. Impact on competing users due to consumption of public supply / ground

water ( if ground water use) as make-up water for HVAC in the campus

(resource loss)

c. Improper discharge of untreated sewage/ef f luent may lead to impact on

surface / ground water quali ty.

d. Improper storage & disposal of e-waste may lead to leaching of heavy

metals leading to contamination.

e. Improper storage & disposal may lead to leaching of hazardous waste /

bio-medical waste leading to contamination.

f . The dai ly water requirement for domestic purposes is expected to be

about 458 KL (which includes the f resh water req. of about 367 KLD).

Mitigation Measures :-

� Monitor ing water use: Use of water meter conforming to ISO Standards

would be instal led at the inlet point of water uptake and at the

discharge point to moni tor the dai ly water consumption.

� Use of water saving devices / f ixtures: Low water consumption f ixtures

l ike low f low f lushing systems, sensor based f ixtures, water less

ur inals, tap aerators etc. to reduce the water usage.

� Insta l lat ion of dual plumbing for using the treated water f rom STP for

f lushing purposes.

� Use of stored rain water

� Additional Sewage treatment p lant for addit ional sewage load f rom the

proposed facil i ty.

� Treatment of sewage (about 367 KLD) and recycl ing of the treated

sewage and ensuring zero d ischarge.

� Use of treated water for STP as make-up water in HVAC system /

Boi ler requirement.

� Treatment unit with pr imary, secondary and terr i tory treatment

proposed.

� Estimation of dai ly water consumption based on the HVAC losses,

reuse and recycled opt ions.

� Monitor ing water use: Use of water meter conforming to ISO Standards

would be instal led at the inlet point of water uptake and at the

discharge point to moni tor the dai ly water consumption in HVAC uni t .

� Storage of e-waste as per Rules and in an isolated area.

ENVIRONMENT MANAGEMENT PLAN

CONSTRUCTION PROJECT (EXPANSION OF THE EXISTING PROJECT)

developed by M/s KUNHITHARUVAI MEMORIAL CHARITABLE TRUST

� Disposal of e- waste only to the author ized agency

� MoU with the approved agency to be made.

� Development of a leachate proof intermediate hazardous storage facil i ty.

� Af ter the proposed expansion of the hospi tal campus, bio-medical

waste (about 553 kg/day) l ike infectious beddings, cotton, swabs, used

syr inges, discarded medic ines, etc. would be generated.

� The bio-medical waste would be segregated at source by providing

appropr iate colour coded bins / containers as per the colour coding

provided in the Bio-Medical Waste (Management & Handling) Rules.

The bio-medical waste f rom the proposed hospita l would be

outsourced through a Kerala State Pollut ion Control Board authorized

agency (M/s Indian Medical Associat ion Goes Eco Friendly, IMAGE.

ENVIRONMENT MANAGEMENT PLAN

CONSTRUCTION PROJECT (EXPANSION OF THE EXISTING PROJECT)

developed by M/s KUNHITHARUVAI MEMORIAL CHARITABLE TRUST

ENVIRONMENT MANAGEMENT PLAN

CONSTRUCTION PROJECT (EXPANSION OF THE EXISTING PROJECT)

developed by M/s KUNHITHARUVAI MEMORIAL CHARITABLE TRUST

3. NOISE ENVIRONMENT

Anticipated Impacts : -

a. Noise due to the operat ion of D.G. sets during power fai lure

b. Noise due to the operat ion of cool ing towers / boi ler.

Mitigation Measures :-

� D.G. set wi th acoustic enclosures.

� A noise barrier wi l l be made all around the cool ing tower / boi ler to

prevent the noise.

� Also, an environmental barrier by way of tree plantation can be

created around the project si te to prevent the noise.

4. LAND ENVIRONMENT

Anticipated Impacts : -

a. Improper disposal of munic ipal sol id waste (about 601 kg/day) may

lead to impact on land.

b. Improper discharge of untreated sewage/ef f luent may lead to impact

on land.

c. Improper storage & disposal of e-waste may lead to leaching of heavy

metals leading to contamination.

d. Improper storage & disposal of hazardous waste may lead to leaching

of waste leading to contamination.

e. Improper storage & disposal of bio-medical waste may lead to leaching

of waste leading to contamination.

Mitigation Measures :-

� Segregation of waste at source into biodegradable and non

biodegradable waste by providing colored bins.

� Disposal of biodegradable Municipal Sol id Waste by bio-gas plant / b io

bin system.

� Disposal of non biodegradable recyclable waste to vendors.

� Disposal of inert waste by land f i l l ing / back f i l l ing.

� Also, domestic hazardous waste would be generated l ike discarded

paint drums, pest icide cans, CFL bulbs, tube l ights, expired medicines,

broken mercury thermometers, used batter ies, used needles and

syr inges and contaminated gauge etc. generated at the household

level and sent to the vendors.

ENVIRONMENT MANAGEMENT PLAN

CONSTRUCTION PROJECT (EXPANSION OF THE EXISTING PROJECT)

developed by M/s KUNHITHARUVAI MEMORIAL CHARITABLE TRUST

� Disposal of sewage/eff luent through the STP/ETP with in the s ite and

re-use the treated sewage / ef f luent with in the s ite

� No disposal of treated sewage / eff luent to the outs ide.

� Storage of e-waste as per ru les and in an isolated area.

� Disposal of e-waste only to the author ized agency & MoU to be made

with the agency.

� Development of a leachate proof intermediate hazardous storage facil i ty.

� Disposal of the hazardous waste to the State Pol lut ion Control Board

approved agency & MoU to be made with the concerned agency.

� The bio-medical waste would be segregated at source by providing

appropr iate colour coded bins / containers as per the colour coding

provided in the Bio-Medical Waste (Management & Handling) Rules.

The bio-medical waste f rom the hospital would be outsourced through

a Kerala State Pollution Contro l Board authorized agency (M/s Indian

Medical Associat ion Goes Eco Friendly, IMAGE

5. BIOLOGICAL ENVIRONMENT

Anticipated Impacts : -

a. Improper disposal of MSW may attract scavenger avifauna which may

lead to dissertat ions of nat ive avifauna.

Mitigation Measures :-

� An appropr iate landscape plan developed for the loss of vegetat ion.

� The native species of f lowering, f ruit bear ing & medic inal plants

proposed in the green area development plan.

� Segregation of waste at source into biodegradable and non

biodegradable waste by providing colored bins.

� Storage & segregation of biodegradable municipal sol id waste in

appropr iate places & disposal of additional biodegradable Munic ipal

Sol id Waste by b io-gas generation plant / b io b in system.

� The bio-medical waste would be segregated at source by providing

appropr iate colour coded bins / containers as per the colour coding

provided in the Bio-Medical Waste (Management & Handling) Rules.

The bio-medical waste f rom the proposed hospita l would be

outsourced through a Kerala State Pollut ion Control Board authorized

agency (M/s Indian Medical Associat ion Goes Eco Friendly, IMAGE

ENVIRONMENT MANAGEMENT PLAN

CONSTRUCTION PROJECT (EXPANSION OF THE EXISTING PROJECT)

developed by M/s KUNHITHARUVAI MEMORIAL CHARITABLE TRUST

� Disposal of non biodegradable recyclable waste to vendors.

� Disposal of inert waste by land f i l l ing / back f i l l ing.

� Plantation of native species of trees / shrubs / herbs / grass for

enhancement of avifauna

� Conservat ion of the exist ing trees wherever possible.

� Plantation of f ruit bearing trees to enhance the avifauna

6. ENERGY CONSERVATION

Anticipated Impacts : -

a. Adoption of energy in-ef f icient vehicles, HVAC system, appl iances,

l ights etc may lead to wastage of energy.

b. Non adoption of renewable sources of energy l ike solar energy may

lead to increase dependency on public supply may lead to

consumption of energy by competing users.

c. I t is expected to be about 600 kVA of power requirement for the

project.

Mitigation Measures :-

� Use of Euro-II I Standard vehicles.

� HVAC system and appl iances with 5 Star rating as per BEE.

� Use of water cooled HVAC system in place of air cooled system which

is energy intensive.

� Use of solar energy for common area light ing in parks and in streets.

� Use of solar power p lant for common area l ight ing in the project si te.

� By the use of above measures, i t is expected to be about 23% energy

saving.

C. ENVIRONMENT MANAGEMENT PLAN (BUDGETARY ALLOCATION)

The detai ls regarding Environment Management Plan (Expected Budgetary

Al locat ion) during construct ion phase are given below :-

Approx. Recurr ing

Cost / Annum

Approx. Capi tal Cost

Sr. No.

Particulars

Rs. In Lacs

Basis for Cost Estimate

1.

Medical cum First Aid

facil i ty 2.5 2.0

A First Aid medical

faci l i ty wi th a tra ined

person with f i rs t aid k it.

ENVIRONMENT MANAGEMENT PLAN

CONSTRUCTION PROJECT (EXPANSION OF THE EXISTING PROJECT)

developed by M/s KUNHITHARUVAI MEMORIAL CHARITABLE TRUST

2.

Portable Toi lets type

mobile sanitat ion

system & STP

4.0 8.0

Portable Toi lets l ike

“Sulabh Sauchalaya” &

STP

3.

Supply of dr inking

water for the labourers 3.0 2.0

Rain water & well water

with disinfection system

4.

Barr icading and Wind

breakers 1.0 8.0

Barr icading around the

project s i te W ind

breakers at the marble

cutt ing area

5.

Sprinklers for

suppression of dust 1.0 2.0

Sprinklers, p ipel ine

network, onl ine micro

f i l ters and pressure

pumps

6.

Solid Waste f rom

labour camp &

construction s ite

1.0 1.0

Segregation & bio bin

system with in the

campus

TOTAL 12.5 23.0

The detai ls regarding Environment Management Plan (Expected Budgetary

Allocat ion) during operat ion phase are g iven below :-

Approx. Recurring

Cost/Annum

Approx. Capital Cost

Sr. No.

Particulars

Rs. In Lacs

Basis for Cost Estimate

1.

Sewage Treatment

Plant 8.0 35.0

Capital Cost of STP &

recurring cost would

include operational cost

(energy & manpower)

2.

Eff luent Treatment

plant 3.0 14.0

Capital Cost of ETP &

recurring cost would

include operational cost

(energy & manpower)

3. Water Treatment p lant 2.0 8.0

Capi tal Cost of WTP &

recurring cost would

include operational cost

(energy & manpower)

ENVIRONMENT MANAGEMENT PLAN

CONSTRUCTION PROJECT (EXPANSION OF THE EXISTING PROJECT)

developed by M/s KUNHITHARUVAI MEMORIAL CHARITABLE TRUST

4.

Sol id Waste

Management Plan 4.0 14.0

Capital cost of Coloured

bins at appropriate

locat ions & Bio-gas

generat ion plant &

recurring cost would

include replacement of bins

& maintenance of b iogas

plant

5.

Noise Control for D.G.

Sets through acoustic

enclosures

1.0 6.0

D.G. Sets wil l be new and

wi l l be f it ted with acoustic

enclosures & hence no

separate capi tal cost & the

recurring cost would

inc lude minor repair works

6.

Chimney for D.G. Sets

Emission 0.50 2.0

The capi tal cost would

include cost of providing

adequate height of stack,

ladder and platform and

recurring cost would

include cost of paint ing

7.

Green Area

development including

Grass Coverage

3.0 15.0 Green Area Development

Plan

8.

Rain Water Storage

tanks / ponds 15.0 50.0

Capi tal cost on

construction of rain water

collect ion tanks / ponds

9.

Solar energy operated

lights 4.0 20.0

Capi tal cost on

procurement & instal lat ion

of solar street l ights

TOTAL 40.50 174.0

D. ENVIRONMENT MONITORING PLAN (BUDGETARY ALLOCATION)

DURING CONSTRUCTION PHASE & OPERATION PHASE

The environmental monitoring programmed is a vita l process in the

management Plan for any construct ion project. This helps in signal ing the

potent ial problems that would resul t f rom the proposed project and wil l a llow

for prompt implementation of effect ive corrective measures. The

ENVIRONMENT MANAGEMENT PLAN

CONSTRUCTION PROJECT (EXPANSION OF THE EXISTING PROJECT)

developed by M/s KUNHITHARUVAI MEMORIAL CHARITABLE TRUST

environmental monitoring wil l be required during construction and

operat ional phases.

The following rout ine monitor ing programme as detai led below shall be

implemented at s i te. Besides to this monitoring, the compliances to al l

environmental c learance conditions and consents / approvals f rom KSPCB /

MoEF&CC / SEIAA wil l be monitored and reported periodically.

The detai ls regarding Environment Monitor ing Plan (expected Budgetary

Allocat ion) during construction phase are given below :-

Sr.

No. Particulars Parameters Frequency

Approx. Recurr ing cost / Annum (Rs.

In Lacs)

1. Ambient A ir PM 10 & PM 2.5 ,

SO2, NOx, CO

Every three

months 1.0

2. Noise Level 24 hrs. Noise Level Once in a month 3.0

3. Rain water / wel l

water

As per IS:14543

standards for

construction water

Once in a

fortnight 1.25

TOTAL 5.25

The details regarding Environment Moni tor ing Plan (Budgetary Al locat ion)

during operation phase are g iven below :-

OPERATION PHASE

Sr.

No. Particulars Parameters Frequency

Approx. Recurring Cost

/ Annum (Rs. In Lacs)

1. Ambient A ir PM 10 & PM 2.5 ,

SO2, NOx, CO

Once in a

season 1.0

2. Stack Emission SPM, SO2 , NOx Every s ix

months 0.25

3. Treated Water f rom

STP

pH, BOD, COD, Oil &

Grease, TSS,

bacteriological

parameters

Once in a

month 3.0

ENVIRONMENT MANAGEMENT PLAN

CONSTRUCTION PROJECT (EXPANSION OF THE EXISTING PROJECT)

developed by M/s KUNHITHARUVAI MEMORIAL CHARITABLE TRUST

4. Noise Level 24 Hrs. Noise Level Once in a

month 1.25

5. Rain water / wel l

water As per IS:10500

Once in a

month 1.00

TOTAL 6.50

E. ENVIRONMENT MANAGEMENT / MONITORING CELL

An environmental monitor ing cel l wil l be established for monitor ing of

important and crucia l environmental parameters which are of immense

importance to assess the status of environment dur ing construction phase &

operat ion phase.

The detai ls regarding Environment Monitor ing Cell dur ing Construction

Phase & operation phase are given below :-

Sr. No. Members Role

1. Administrator Chairman

2. Project Manager (Uti l i ty) Member

3. Health & Safety Off icer Member

4. Representat ive of NABL accredited laboratory Member

5. Representat ive of NABET accredited

Environmental Consul tant

Member

6. Representat ive of STP & Munic ipal waste disposal

uni t suppliers

Member

7. Project Engineer Member &

Convener

Frequency of Meeting – Once In three months

ENVIRONMENT MANAGEMENT PLAN

CONSTRUCTION PROJECT (EXPANSION OF THE EXISTING PROJECT)

developed by M/s KUNHITHARUVAI MEMORIAL CHARITABLE TRUST

F. RISK ASSESSMENT AND DISASTER MANAGEMENT PLAN

1.1 Introduction

This chapter broadly looks at var ious aspects related to r isk & disaster

management and resource conservat ion.

1.2 Risk Assessment and Disaster Management Plan

1.2.1 Need and Plans

Proposed project is an expansion of hospita l campus project encompasses the

lives of a large number of people. I t also involves instal lat ion of var ious

structures and machiner ies that meet the comfort and needs of its populat ion

but may also pose serious threat to the occupants in case of accident. It is thus

considered necessary to carry out a risk assessment and prepare a disaster

management plan for the project.

The planning and construction of the bui ld ings follow al l the safety norms, it

may not be always possible to total ly elim inate the r isks of eventuali t ies and

fai lures of equipment or human errors. An essential part of major hazard contro l

has therefore wil l be concerned with mit igat ing the ef fects of such emergency

and restorat ion of normalcy at the earl iest.

The overal l objective of an Emergency Response Plan (ERP) is to make uses of

combined resources at the si te and outs ide serv ices to achieve the following:

1. To localize the emergency and if possible el im inate i t ;

2. To minimize the ef fects of the accident on people and proper ty;

3. Effectively rescue and medical treatment of casualties;

4. Safeguard to other people;

5. Evacuate people to safe areas;

6. Informing and col laborat ing with statutory authori t ies;

7. In i t ial ly contain and ul t imately br ing the incident under contro l;

8. Preserve relevant records and equipment for the subsequent enquiry into

the cause and c ircumstances of the emergency;

9. Investigating and taking steps to prevent reoccurrence

The ERP is therefore related to identi f icat ion of sources f rom which hazards

can arise and the maximum credib le loss scenario that can take place in the

concerned area. The response plan takes into account the maximum credib le

loss scenario - actions that can successfully mit igate the ef fects of losses/

emergency need to be well planned so that they would require less effort and

ENVIRONMENT MANAGEMENT PLAN

CONSTRUCTION PROJECT (EXPANSION OF THE EXISTING PROJECT)

developed by M/s KUNHITHARUVAI MEMORIAL CHARITABLE TRUST

resources to control and terminate emergencies, should the same occur.

Main hazards identif ied for the project include hazards perta ining to f ires in

bui ldings and f ire in diesel storage areas, earthquake and LPG leakage an

ERP per tain ing to these condit ion is described in the fol lowing sections.

1.2.2 Response in Case of Earthquake

Response Procedures for Occupants

If indoors:

1. Take cover under a piece of heavy furniture or against an inside wall and

hold on.

2. Stay inside: The most dangerous thing to do during the shaking of an

earthquake is to try to leave the bui lding because objects can fall on you.

If outdoors :

Move into the open, away f rom buildings, streetl ights and ut i l i ty wires. Once

in the open, stay there unt i l the shaking stops.

If in a moving vehicle:

Stop quickly and stay in the vehic le. Move to a clear / safe area away f rom

bui ldings, trees, overpasses or ut i l i ty wires. Once the shaking has stopped,

proceed with caution. Avoid br idges or ramps that might have been damaged

by the quake.

After the quake

1. Af ter the quake be prepared for af tershocks.

2. Although smaller than the main shock, af tershocks cause addit ional

damage and may bring weakened structures down. Af tershocks can occur

in the f irst hours, days, weeks, or even months af ter the quake.

Help injured or trapped persons.

1. Give f irs t aid where appropriate. Do not move seriously injured persons

unless they are in immediate danger of further injury. Cal l for help.

2. Remember to help those who may require special assistance, l ike infants,

the elderly and people with d isabil i t ies.

3. Stay out of damaged bui ldings.

4. Use the telephone only for emergency cal ls .

Response Procedure for Emergency Team

1. Formulate an Emergency Response Team for earthquake response

2. Using the publ ic address system, inform residents/occupiers about

response procedures d iscussed above.

ENVIRONMENT MANAGEMENT PLAN

CONSTRUCTION PROJECT (EXPANSION OF THE EXISTING PROJECT)

developed by M/s KUNHITHARUVAI MEMORIAL CHARITABLE TRUST

3. Inform the necessary authori t ies for aid

4. Ensure no residents / occupants are stuck beneath any debris, in case of

a structural fai lure.

5. Ensure that a l l occupiers standing outs ide near the buildings are taken to

open areas.

6. Ensure that the f irs t aid ambulance and f ire tender vehicles are

summoned if necessary.

7. Inform the nearby hospitals i f there are any injur ies.

8. Check the uti l i t ies and storage tanks for any damage.

1.2.3 Status on natural disasters w.r.t . site and surroundings

There are no reported incidents of any landslide, earthquake, c loud burst in the

project v ic in ity in the last 100 years.

The structural design aspects as per the seismic codes – IS 1893 (2002), IS

13920 (1993) and IS 456 (2000) as appl icable would be incorporated in our

project.

1.2.4 Response for LPG Leakage

1. The af fected area should be evacuated and cordoned off immediately

2. In i t iate an Emergency Response Team for LPG leakage.

3. Shut down the main valves in the gas bank, if any in the Canteen.

4. Ensure that only concerned personnel are present in the affected area and

al l other personnel and vis i tors are moved to the nearest assembly points.

5. Rescue trapped personnel, also check if any personnel are unconscious in the

area and immediately move them outside and provide f irst aid. Ambulance

should be summoned to take injured personnel to the nearest other hospi tal.

6. Personnel in the nearby buildings to close al l doors and windows to

prevent entry of the leaked gas.

7. Source of leakage to be traced and isolated f rom al l the other areas. And

i f required use pedestal fans to br ing down the gas concentrat ion.

8. In case of f i re fol low the instruct ions mentioned below:

1.2.5 Response in case of Fire

1. Required response during in the event of a f ire should be described in

s ign boards located in the lobby.

ENVIRONMENT MANAGEMENT PLAN

CONSTRUCTION PROJECT (EXPANSION OF THE EXISTING PROJECT)

developed by M/s KUNHITHARUVAI MEMORIAL CHARITABLE TRUST

2. On s ighting a f ire, i t should be immediately informed to the environment

manager / management giving the exact locat ion and type of f ire in detai l .

3. In i t iate the Emergency Response Team for f ires.

4. If the f ire is small , engage in ext inguishing the f ire using the nearest f ire

extinguisher.

5. Guide the Emergency Response Team staff to the emergency assembly point.

6. The Emergency Response Team should immediate ly inform the nearest

dispensary and security force. If required a f ire tender should be

summoned.

7. The response team should immediately move to the point of f ire and take

al l necessary steps to stop the f ire. If the f ire is not controllable and

spreads then the manager in charge should inform the distr ic t authori t ies

and cal l for external help.

8. The Emergency Response Team wil l provide immediate rel ief to the

injured person at the scene of incident. Any injured persons should be

evacuated on pr ior ity to the d ispensary or one of the nearest hospitals

based on their condit ion.

Instruct ions for Occupants

1. Get out of bui ldings quickly and as safely as possible.

2. Use the stairs to escape. When evacuating, stay low to the ground.

3. If possible, cover mouth with a cloth to avoid inhal ing smoke and gases.

4. Close doors in each room after escaping to delay the spread of the f ire, if in

a room with a c losed door.

5. If smoke is pouring in around the bottom of the door or i f i t feels hot,

keep the door c losed.

6. Open a window to escape or for f resh air while await ing rescue.

7. If there is no smoke at the bottom or top and the door is not hot, then

open the door s lowly.

8. If there is too much smoke or f ire in the hal l , s lam the door shut.

9. Stay out of damaged bui ldings.

10. Check that al l wir ing and uti l i t ies are safe.

A state of the art f ire f ight ing system is proposed for the project to prevent

and control f i re outbreaks. The f ire f ight ing system wil l consist of portable

f ire ext inguishers, hose reel , wet r iser, yard hydrant, automatic sprinkler

system and manual f ire alarm system. The proposed buildings wil l a lso be

ENVIRONMENT MANAGEMENT PLAN

CONSTRUCTION PROJECT (EXPANSION OF THE EXISTING PROJECT)

developed by M/s KUNHITHARUVAI MEMORIAL CHARITABLE TRUST

provided with automatic f ire detect ion and alarm system as per National

Bui lding Code guidel ines for Fire & Safety.

G. CONCLUSION

I t is predicted that socio-economic impact due to th is project wi l l posit ively

increase the chance of more employment opportunities for local inhabitants.

There are no Resett lement and Rehabil i tat ion issues involved in this project.

The project inf rastructures wil l be of use to people of the area. The revenue

of the State Govt. wi l l be def in itely increase due to the proposed activi ty. The

entire project area is devoid of any endemic / endangered f lora and fauna. As

part of the eco restoration with nat ive species to a maximum possible

extent. Also, rain water collection tanks / ponds proposed for storage of

rain water and for its subsequent use so as to conserve fresh water

consumption. The municipal solid waste/ bio-medical waste & e-waste

will be handled and disposed as per norms. Thus the proposed project is

not l ikely to af fect the environment or adjacent ecosystem adversely and wil l

ensure a sustainable development.

***********************

SATELLITE MAP OF THE SITE & SURROUNDINGS

VICINITY MAP OF THE SITE & SURROUNDINGS

Project Site

DAILY WATER CONSUMPTION BALANCE CHART( NON-RAINY DAYS )

Horticulture Water Requirement

46 KL

STP with Teritiary

Treatment

( 441 KL Capacity )

(i.e. 20% extra capacity)

Wastewater generation @

80% of Domestic water of

458 KL i.e.

367 KL

Treated Wastewater generation @ 90% of total wastewater

generated, i.e., 330 KL

131 KL

Fresh Water Req.

( Stored Rain water /

KWA / Wells)

(40 KL + 327 KL)

367 KL

46 KL

Domestic Water Requirement

( Non - Flushing ), 327 KL

Domestic Water Requirement

( Flushing ), 131 KL

Re-use Line

Recurrent

Water Demand

Laundry Req.

20.0 KL

(Total Load = 36.0 KL)

(20.0 KL + 16 KL)

ETP with Teritiary Treatment

( 44 KL Capacity )

(i.e. 20% extra capacity)

Make-up water for cooling

towers attached with HVAC plant

(32 KL + 113 KL)

145 KL

Wastewater

generation @ 80%

of Laundry

water req. i.e.

16.0 KL

Treated wastewater

generation @ 90% of

total water i.e. 32 KL

32 KL

Boiler Water Requirement

40 KL

40 KL

1

327 KL

Wastewater

generation @100%

of hospital lab.

water req. i.e.

20.0 KL

Lab. Req.

20.0 KL

113 KL

DAILY WATER CONSUMPTION BALANCE CHART( RAINY DAYS )

STP with Teritiary

Treatment

( 441 KL Capacity )

(i.e. 20% extra capacity)

Wastewater generation @

80% of Domestic water of

458 KL i.e.

367 KL

Treated Wastewater generation @ 90% of total wastewater

generated, i.e., 330 KL

131 KL

Fresh Water Req.

( Stored Rain water –

concurrent use )

(40 KL + 327 KL)

367 KL

Domestic Water Requirement

( Non - Flushing ), 327 KL

Domestic Water Requirement

( Flushing ), 131 KL

Re-use Line

Recurrent

Water Demand

Laundry Req.

20.0 KL

(Total Load = 36.0 KL)

(20.0 KL + 16 KL)

ETP with Teritiary Treatment

( 44 KL Capacity )

(i.e. 20% extra capacity)

Make-up water for cooling

towers attached with HVAC plant

(32 KL + 159 KL)

191 KL

Wastewater

generation @ 80%

of Laundry

water req. i.e.

16.0 KL

Treated wastewater

generation @ 90% of

total water i.e. 32 KL

32 KL

Boiler Water Requirement

40 KL

40 KL

2

327 KL

Wastewater

generation @100%

of hospital lab.

water req. i.e.

20.0 KL

Lab. Req.

20.0 KL

159 KL

ACTIVITY WISE DAILY WATER CONSUMPTION CALCULATION DETAILS

(EXISTING + PROPOSED)

71.101,580 x 30 Ltr.

= 47.401,580 x 15 Ltr.

= 23.70Total no. of staff expected in the campus (without accommodation) (like faculty,

doctors, nurses, group-IV staff & other staff etc.) = 1,580 Persons5

23.701,580 x 10 Ltr.

= 15.80

1,580 x 5 Ltr.

= 7.90

Visitor / bye-standers with OPD patient = 1,580 Persons

( 1 Person / Out Patient )4

23.701,580 x 10 Ltr.

= 15.80

1,580 x 5 Ltr.

= 7.90Out Patients = 1,580 Persons3

23.701,580 x 10 Ltr.

= 15.80

1,580 x 5 Ltr.

= 7.90

Visitors / bye-standers inpatients = 1,580 Persons

( 2 Persons / Bed )2

355.50790 x 45 Ltr.

= 35.55

790 x 405 Ltr.

= 319.95

In Patients ( No. of Beds ) = 790 Beds

( Including Laundry )1

497.70 say

498 KL

130.35 say

131 KL

367.35 say

367 KLTOTAL = about 7,110 Persons (on full occupancy)

In KL / Day

TotalFlushing

Requirement

Non-Flushing

RequirementDescription

Sr.

No.