residential project with sra...

RESIDENTIAL PROJECT WITH SRA SCHEME

“Hanuman Nagar Vikas Mandal” on plot bearing C.T.S No. 1 (pt) of village Ghatkopar, Hanuman Nagar, Tal. Kurla, Ghakopar

(E), Mumbai, Maharashtra, India

PROPOSED BY

M/s LAKE VIEW DEVELOPERS

Agenda No. Item No.

Presentation for Environmental Clearance

before the Members of

“STATE EXPERT APPRAISAL COMMITTEE-2" (SEAC-2),

Maharashtra

PRESENTATION OF PROPOSAL AS PER MODEL ToR

We are presenting the case as per model ToR as displayed on the website www.ec. maharashtra.gov.in. The major covered points are as below:

I. Current Status of the project site II. Water III. Solid Waste Management IV. Flora & Fauna V. Energy VI. Traffic & Transportation VII. Air & Noise VIII. Building Materials IX. Disaster Management Plan X. Environmental Management & Monitoring Plan

However, if the Honorable Committee directs us to incorporate additional ToRs then we are ready to do so.

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I. CURRENT STATUS AT THE PROJECT SITE

Construction of 2 transit rehab buildings has been completed.

We obtained the CC in 2004. Construction of 2 transit rehab buildings was started in March 2004 and got completed on April

2008.

Though the construction of 2 transit rehab buildings has been completed, the case under reference does not fall under violation because it does not surpass any of the criteria of project parameters which were in place at the time of 2004 & 2006 Notification.

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EIA Notification

S.N. Criteria for deciding whether project requires prior EC

Project Details

Remarks

2004 a. Cost of construction should be less than Rs. 50 Cr.

Rs. 7 Cr Construction cost was well below the norms.

b. Population should be less than 1000 640 Population is below 1000.

c. Sewage discharge should be less than 50 KLD

46 KLD Sewerage discharge is less than 50 KLD

2006 a Construction BUA less than 20,000 Sq.m

8708.39 Sq.m

Constructed BUA is well below 20,000 Sq.m

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CONSTRUCTED AREA STATEMENT

Sr.No. Particulars Transit Rehab Building 1

Transit Rehab Building 2

A FSI Area (Sq.m) 3919.14 2740.57

B Non FSI Area (Sq.m) 939.78 1108.9

C Total Construction Area (Sq.m) 4858.92 3849.47

D Total Constructed Area (Sq.m) (Transit Rehab Building 1 + Transit Rehab Building 2)

8708.39

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PHOTOGRAPHS OF 2 CONSTRUCTED BUILDINGS

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PRESENT STATUS OF THE PROJECT SITE- PHOTOGRAPHS

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LAYOUT PLAN SHOWING EXISTING & PROPOSED BUILDINGS

Existing 2 Transit Rehab Buildings Existing BUA – 8708.39 Sq.m

PROJECT DETAILS

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Name of Project Proposed Slum Rehabilitation Scheme – “Hanuman Nagar Vikas Mandal” on plot bearing C.T.S No. 1 (pt) of village Ghatkopar, Hanuman Nagar, Tal. Kurla, Ghakopar (E), Mumbai

Name, contact number &

address of Proponent

M/s Lake View Developers Olympia, Central Avenue, Hiranandani Business Park, Powai, Mumbai – 400 076

Type of project Slum Rehabilitation Scheme Project

Location of the project C.T.S No. 1 (pt) of village Ghatkopar, Hanuman Nagar, Tal. Kurla,

Ghakopar (E), Mumbai

Whether in Corporation

Municipal / other area

Municipal Corporation of Greater Mumbai

Applicability of the DCR 33(10) of amended D.C.Regulation 1991

Note on the initial work Construction of 2 transit rehab buildings has been completed. Constructed BUA is 8708.39 Sq.m

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PROPOSED PROJECT DETAILS

Particulars Area Details in Sq.m

Plot area (Sq.m) 64,219.67

Permissible FSI FSI Sanctioned for project – 3.08

FSI area (Sq.m) a. Rehab b. Sale

1,88,201 a. 81,360 b. 1,06,841

Non FSI area (Sq.m) a. Rehab b. Sale

2,02,885 a. 98,581 b. 1,04,304

Total Built up area (Sq.m)- Rehab plus Sale 3,91,086

Ground Coverage (Area & %) Area – 20,865.82 Percentage – 32.49 %

No. of buildings & its Configuration Rehab – Total 17 wings

Configuration: 4 wings of Ground + 19 Upper Floors

& 13 wings of Ground + 22 Upper Floors

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PROPOSED PROJECT DETAILS

Particulars Area Details in Sq.m

No. of buildings & its Configuration Sale – Total 6 wings

Configuration: 3 wings of Gr + 5 podium + 28 upper floors

2 wings of Stilt + 28 upper floors

1 wing of Stilt + 25 upper floors

Number of tenements and shops Rehab Residential Tenements- 2712 Nos

Sale Residential Tenements - 1140 Nos

Commercial (Shop )- 9290.2 Sq.m

Club House – 734.8 Sq.m

Number of expected

resident/users

Rehab Residents - 13560 Nos

Sale Resident - 5700 Nos

Users - 1080 Nos

Tenant Density per hector 500

Height of the building (s) Rehab- 67 m Sale – 105.9 m

Estimated cost of the Project 951 Cr

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SITE LOCATION

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PROXIMITIES TO BASIC AMINITIES

No. Amenities Name Distance (Km) Approx (Road

Distance)

1 Airport Chhatrapati Shivaji Internation Airport 8.6km

( By Andheri Ghatkopar Road)

2 Nearest Railway Station Ghatkopar Railway Station 1.2km

(Lal Bhadur Shastri Road)

3 Bus Depot Vikhroli BEST Bus Depot

Ghatkopar BEST Bus Depot

1.4km 2.3km

4 Highway Eastern Express Highway 11.4km

5 Bank Bank of India

State Bank Of India

0.5km 4km

6 Post office India Post Office 1.3km

7 Fire Station Vikhroli Fire Station 1 km

8 Police station Ghatkopar Polish station 2.4km9

9 Hospital Municipal Corporation of Greater

Mumbai Hospital 0.43

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LOCATION PLAN

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DP PLAN

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TOTAL CONSTRUCTION AREA STATEMENT

Particulars

Existing Scenario Area (Sq.m)

Proposed Scenario Area (Sq.m)

Rehab Rehab Sale

Plot Area .. 64219.67

FSI Area 6659.71 81360 106841

Non FSI Area 2048.68 98,581 104304

Total Construction Area 8708.39 3,91,086

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II. WATER- WATER REQUIREMENT

Sr. No.

Component Occupant Load (nos.)

Criteria for water Requirement

Water Requirement (lit/day)

Total (lit/day)

Total (klpd)

Domestic Flushing Domestic Flushing

1 Rehab Building Residential Tenements

(2712 Nos)

13,560 90 45 1220,400 610,200 1830,600 1831

2 Sale Building (Residential Tenements

(1140 Nos)

5700 90 45 513,000 256,500 769,500 770

3 Commercial (Shop Area - 100,000 sq.ft)

1000 15 30 15,000 30,000 45000 45

4 Club House (Area – 7,910 sq.ft)

80 15 30 1,200 2400 3600 3

Total (Rehab +Sale) 1749,600 899,100 2648,700 2649

5. RG Area 8652.9 sq. mt.

5 lit/sq. mt. 43,264.5 43,264.5 43

Total Water Requirement 2691964 2692

TOTAL WATER REQUIREMENT (1+2+3+4+5) - 2692 KLPD

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II. WATER- WATER BALANCE FLOW CHART (DRY SEASON)

DOMESTIC USE 1750 klpd

FLUSHING USE 899 klpd

TOTAL WATER 2649 klpd

MCGM WATER 1750 klpd

TO SEWAGE (90 % of TOTAL WATER)

TOTAL SEWAGE GENERATED

2384 klpd

SEWAGE TREATMENT

PLANT

FILTRATION AND DISINFECTION

SYSTEM

RECYCLED WATER

LAYOUT GARDENING

43 klpd FLUSHIING

899 klpd

2146 klpd 2146 klpd 1204 klpd

STP TREATED WATER 899 klpd

The excess

water will be

utilized for

phases of

construction

for the next 8-

10 years &

for gardening

in nearby

vicinity 240kg. SLUDGE will be used

as manure

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II. WATER- WATER BALANCE FLOW CHART (WET SEASON)

DOMESTIC USE 1750 klpd

FLUSHING USE 899 klpd

TOTAL WATER 2649 klpd

MCGM WATER 1750 klpd

TO SEWAGE (90 % of TOTAL WATER)

TOTAL SEWAGE GENERATED

2384 klpd

SEWAGE TREATMENT

PLANT

FILTRATION AND DISINFECTION

SYSTEM

RECYCLED WATER

RWH TANKS 275 klpd

FLUSHIING 899 klpd

2146 klpd 2146 klpd 972 klpd

STP TREATED WATER 899 klpd

The excess

water will be

utilized for

phases of

construction

for the next 8-

10 years & for

gardening in

nearby vicinity

240kg. SLUDGE will be used as manure

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II. WATER- STORM WATER DRAINAGE DETAILS

Design Consideration:

Storm Intensity: 150 mm/hr

Formula: Rational Method: C x I x A

Storm water Generation:

Slope: 1:200

Storm water Drain Size: 600 mm wide Storm water channel

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II. WATER- STORM WATER DRAINAGE (CONTOUR MAP)

III. SOLID WASTE MANAGEMENT - QUANTIFICATION

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Component /head Occupant load

Criteria For Solid Waste Generation (kg/day)

Solid Waste Generation (kg/day)

Total

(kg/day) Bio

degradable Non -Bio

degradable Bio

degradable Non -Bio

degradable

Rehab Building (Residential Tenements -

(2712 Nos)

13,560 0.3 0.2 4,068 2,712 6,780

Sale Building Residential Tenements-

(1140 Nos)

5,700 0.3 0.2 1,140 1,710 2,850

Commercial (Shop Area - 100,000 sq.ft)

1000 0.1 0.2 100 200 300

Club House (Area – 7,910 sq.ft)

80 0.1 0.2 8 16 24

Total 5,316 4,638 9,954

RG area 8652.9 sq. mt.

0.037 Kg / sq.m. / day for Garden

area

… 320 … 320

Total 5636 4,638 10,274

III. SOLID WASTE MANAGEMENT – TYPE & SOURCE

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During Operation Phase : 10,274 kg/day

Biodegradable Waste –Quantity : 5636 kg/day

Non Biodegradable Waste –Quantity : 4638 kg/day

Biodegradable -Type : Organic: Tea Leaves, Eggshells, Old Food, and Vegetable Peels.

Non biodegradable - Type : Recyclable: Paper, bottles, glass, note books, safety pins, caps of mineral water bottles etc.

Other : PET mineral water bottles, nitrogen sealed packaging for chips, tetra packs, thermocole, carbon paper, plastic coated visiting cards, sachets.

Collection & Segregation : Provision will be made for segregation of the biodegradable and the non-biodegradable wastes and they will be stored in different colored bins.

Disposal

: Biodegradable waste will be composted whereas other will be given to authorized agencies.

III. SOLID WASTE MANAGEMENT – LOCATION OF OWC

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Solid organic waste converter Area

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IV. FLORA & FAUNA FLORA - NUMBER & NAME OF TREES SPECIES TO BE PLANTED

Sr. No. Botanical Name Common Name 1. Pongamia pinnata karanj 2. Gmelia arborea Shivan 3. Putranjiva roxburghii Putranjiva 4. Azadiracta indica Neem 5. Michelia champaca Sonchapa 6. Michelia champaca Sonchapa 7 Ficus retusa Nandruk 8 Butea monosperma Palas 9. Albizzia lebbek Siris 10. Parijat nyctanthes arbor-tristis Parijakta 11 Bauhinea purpurea kanchan Kanchan 12 Cassia fistula bahava Bahwa 13 Bombax ceiba kateshsavar Savar 14 Alstonia scholaris saptaparni Satvin 15 Erythrina indica pangara Pangara 16 Anthoceohallus kadamb Kadamba 17. Nurraya paniculate kunti Kunti 18. Seraca asoka sita ashoka Sita Ashok 19. Minusops elengi bakul Bakul 20 Termilia cuniata arjun Arjun

Particulars Details

Total RG Area (Rehab + Sale)

8652.9 Sq.m

Trees required as per MoEF guidelines

432

No. of trees proposed to be provided

432

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IV. FLORA & FAUNA - LANDSCAPE LAYOUT

VI. TRAFFIC & TRANSPORTATION – PARKING STATEMENT

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Sr.No. Component Parking & Drive way area (Sq.m)

No. of Parking Required

No. of parking proposed

ECS

1 Rehab 17037.80 424 1371 33.81

2 Sale 29322.79 947

46360.59 1371

VI. TRAFFIC & TRANSPORTATION – PARKING LAYOUT

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SALIENT FEATURES OF ENVIRONMENTAL MONITORING

Monitoring surveys of the study area (project area) has been carried out in one season .

The baseline environmental data will be analysed for ongoing and proposed activities under development of and accordingly EIA Report will be prepared.

EIA Report includes following;

Baseline Environmental Status

Anticipated Environmental Impacts Assessment and Mitigation Measures

Environmental Monitoring Programme

Environmental Management Plan

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BASELINE ENVIRONMENTAL MONITORING

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Aspect Mode of Data

Collection No. of Sampling

Locations Frequency Parameter

Meteorology Secondary Data from IMD

-- -- Temperature, Humidity, Wind speed, Wind direction and Rainfall

Ambient Air Quality

Field Studies 4 locations within 500 mt.

24 hrs twice a week at each location

PM10, PM 2.5, SO2

NOX ,CO

Noise Level Field Studies

4 locations within 500 mt.

Once Equivalent noise Level dB(A)

Soil Quality Field Studies

1 location on project site

Once

pH, Electrical conductivity, Sodium, Nitrogen, Phosphate, Potassium, Organic matter, moisture content & metals

BASELINE ENVIRONMENTAL MONITORING

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Aspect Mode of Data

Collection No. of Sampling

Locations Frequency Parameter

Ground Water Quality

Field Studies Study Area within 10 Km

Once

Physical, chemical and bacteriological parameters shall be analyzed

Surface Water Quality

Field Studies Study Area within 10 Km

Once Physical, chemical and bacteriological parameters shall be analyzed

Land use Pattern GIS Study, secondary sources

Study Area within 10 Km

--

Analysis shall be done based on latest satellite imagery for landuse/landcover of 10 km area around project site

Ecology Biodiversity

Field studies & Literature review

Study Area within 10 Km

-- Inventory of major & minor faunal species

Socio-economic Environment

Census of India’ 2011, Secondary sources

Study Area -- Demography, caste profile, literacy rate, occupational profile

ENVIRONMENTAL STUDY LOCATION

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VII. AIR & NOISE – AMBIENT AIR QUALITY MONITORING

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Sr. No.

Place Name

Concentration of Air Pollutants

SO2 g/m3

NO2 g/m3

Particulate Matter (PM10 g/m3)

Particulate Matter (PM2.5 g/m3)

CO mg/m3

Standards 80 80 100 60 2

1 Project site 22 34 61 17 0.6

2 Near Bank of India 16 31 66 15 0.5

3 Near MCGM Hospital 18 30 72 16 0.8

4 Near Parksite Busstop 13 27 58 10 0.6

5 Near Boliwar Miranda 26 39 71 22 1.1

Min 13 27 58 10 0.5

Max 26 39 72 22 1.1

Avg 39 33 65 16 0.8

All Parameter Units Are µg/M3 except CO which is in mg/m3

VII. AIR & NOISE –IMPACT ASSESSMENT & MITIGATION MEASURES (AIR)

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Sr.No Components Impacts Mitigation measures

1. Construction phase

• Site development activities such as leveling of land, cutting and filling activities,

• Transportation of construction material

• Vehicular movement.

• Operation of DG sets

• Truck carrying raw materials will be covered.

• Avoid the vehicular trips during peak hours.

• Vehicles with valid PUC metering in project area.

• Maintaining smooth traffic flow. • Restriction open burning of solid waste. • Proper measures such as sprinkling of

water on the ground and new construction will be done at regular intervals to reduce the spreading of the dust particles.

• DG emissions will be discharge through stack of adequate height as per CPCB.

2. Operation phase

• Vehicular Traffic,

• DG sets.

• Adequate parking provision, • Well organized traffic management plan, • Regular PUC check up for vehicles, • DG set – As per CPCB norms –Acoustic

Enclosure provided. • Provision of green belt.

VII. AIR & NOISE – NOISE MONITORING

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AMBIENT NOISE LEVEL

Sr. No. Locations Leq Day time Leq Night time 01. Project Site 52.00 dB 38.00 dB 02. Near Bank of India 53.00 dB 40.00 dB

03. Near MCGM Hospital 50.00 dB 37.00 dB

04. Near Parksite Busstop 53.00 dB 45.00 dB

05. Near Boliwar Miranda 52.00 dB 43.00 dB

Parameters

Seasons

Day Average

Night Average

One Season 52 dB 41 dB

Area Category of Area Permissible Limit

Leq Day time Leq Night time A Industrial Area 75 70 B Commercial Area 65 55 C Residential Area 55 45 D Silence Zone 50 40

AVERAGE OF NOISE DATA FOR PROJECT AREAS

PERMISSIBLE NOISE LEVEL (CPCB STANDARDS)

CONCLUSION

• Noise monitoring was carried out at five locations.

• Noise levels studied in the project area show that the levels of noise are lower than the permissible limits both during the day as well as at night time.

VII. AIR & NOISE – IMPACT ASSESSMENT & MITIGATION MEASURES (NOISE)

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• Transportation and vehicular movement

• Construction activities.

• Barricades along the periphery of the site. • Work as per MoEF guidelines for time. • Encouraging electrically operated construction

equipment. • Signboards will be put along the approach roads

to avoid unusual use of horns and also for avoiding idling noise.

• Personnel will be provided with proper personal protective equipment such as earplugs, earmuffs.

• D.G sets will be enclosed in acoustic enclosures to avoid noise pollution.

2. Operation phase

• Vehicular Traffic.

• DG sets

• Adequate parking provision with signage’s for proper traffic movement.

• Well organized traffic management plan for smooth flow of vehicle to avoid congestion and horning.

• Regular PUC check up for vehicles, • DG set – As per CPCB norms –Acoustic Enclosure

provided. • Green belt development plan.

BASELINE MONITORING OF WATER QUALITY

36

MONITORING REPORTS ARE PENDING FROM CONSULTANT

IMPACT ASSESSMENT & MITIGATION MEASURES (WATER QUALITY)

37



• Water will be required for construction of structures, sprinkling on roads for dust suppression

• Sewage from labour camps

• Proper Construction methodologies will be adopted.

• Construction water will be channelized properly avoid leachate.

• Silt traps will be provided before disposal into drain

• Care will be taken to avoid layer of suspended solids in the air during transportation.

• No run-off water during construction phase will go outside the project area and will not enter in to the surrounding environment.

• Drainage facilities through out the project area will be supplied to avoid any public health nuisance.

2. Operation phase

• Sewage generation during operation phase of the project.

• Sewage generated will be treated in sewage treatment plant.

• Proper Storm water drainage system • Rain water harvesting system, • Oil & Grease traps will be installed on RWH and

SWD.

IMPACT ASSESSMENT & MITIGATION MEASURES (ECOLOGY & BIODIVERSITY)

38


1. Construction work • Construction activity

• During construction all the care will be taken to preserve existing flora and fauna

• Construction technologies to be adopted in such away to minimize effect on terrestrial ecosystem.

• Pre-cast material will be used to avoid any effect on environment factors during construction activity.

• Tree restoration plan will be initiated if required, as per govt. regulation.

• Plantation of trees will start in mid of construction phase.

• Minimise cutting of existing trees so as to adopt design.

• Increase vegetation cover if possible.

2. Operation phase …. • Proposed green belt development plan • Proper landscaping of local tree specie with foliage. • Increase of frame cover. • Nursery development.

IMPACT ASSESSMENT & MITIGATION MEASURES (SOCIO-ECONOMIC ENVIRONMENT)

39


1. Construction phase • Additional employment and commercialization of the area.

• Worker camp - Solid waste and sewage generation

• Sourcing of construction material from local venders.

• Encourage local mechanical work shops for any construction work.

• Water supply and toilet facilities at construction camps will be provided.

• Medical facilities for the construction workers will be provided.

2. Operation phase • Socio-economic scenario in the region will certainly change with positive impact on the existing regional socio-economic pattern

• Housing keeping contract to local. • Gardening job to locals. • Parking lot maintenance to local

contractors. • Daily meal supply services to locals. • All consumable supplies to be sourced

through local suppliers.

VIII. BUILDING MATERIALS

The project is targeting maximum use of low energy material and local material.

Reducing construction waste: The project aims at reducing at least 10% of construction waste through better construction management. Off sie fabricated material will be used which will reduce the onsite wastage of material.

Reusing construction waste: The construction waste will be reused as filling material. The waste generated during plastering will be reused through strengthening in mortar.

Using recycled material: Recycled material will be used in the form of reinforcement, cement, metal & aluminum. At least 5% of the total building material used in the project will be either pre consumer or post consumer recycled material.

Regional material: At least 20% of the material used in the building construction will be chosen on the basis of its manufacturing place being within 800 km radius from the construction site.

Rapidly renewable material: The project aims to use fast growing plants (the plants achieving entire life cycle in 10 years) viz. Cork, Bamboo, Wheat (in the form of cores). These materials will form at least 5% by volume or weight of the total wood consumption in the building.

Use of fly ash in the form of concrete filling material and paver blocks.

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X. ENVIRONMENTAL MANAGEMENT & MONITORING -CONSTRUCTION PHASE

41

Air & Noise Environment

Use of RMC Dust control: Water sprinkling, Cover on trucks Barricades provided along the periphery of the Site Ear plugs for laborers Vehicle trips : PUC checking, No noise polluting work in night shifts DG: as per CPCB norms, proper maintenance, LSD fuel use, safe storage of fuel.

Drinking water check up. Provision of temporary toilets Construction water channelized properly before disposal into municipal drain. Use of tanker water for construction. No burden on municipal water supply.

Water Environment

Separate storage of construction material and debris Disposal of debris to authorized contractor. Segregation of garbage .

Land Environment

• Trees plantation • Regulation of vehicular trips and proper maintenance of machinery

Biological Environment

• Adequate drinking water, toilet and bathing facilities. • Personal protective and safety equipments will be provided. • First aid facility for construction workers . • Regular health check up • Regular pest control will be done on site . • Educational and awareness program for fire fighting and safety measures.

Health & Safety

X. ENVIRONMENTAL MANAGEMENT & MONITORING – OPERATION PHASE

42

Landscaping,& tree plantation at periphery Plant species selected based on adaptability to geographic conditions and keeping in view the local species and their benefits to site.

Air Environment

Use of DG [ Standby Backup ] as per CPCB norms & LSD fuel shall be used Acoustical Enclosures for DG sets Providing trees on the Site Adequate parking provision: 4W – 1371 Nos. Smooth vehicular flow and regulation

Water Environment

Rain water harvesting: 275 KLD Recycling of water through STP: 2146 KLD Strom water drainage will be properly maintained.

Land Environment

Segregation at source for all solid waste streams Proper waste disposal through well managed Solid waste management team Dry waste will be recycled: 4638 kg/d Wet garbage shall be composted and will be used as manure: 5636 kg/d

Biological Environment

• Implementation of for fire fighting and safety measures • Environmental awareness programme for surrounding area. • Emergency preparedness plan will be explained.

Health & Safety

X. ENVIRONMENTAL MANAGEMENT & MONITORING – EMP COST

43

Items Capital Cost

(In Lakhs)

Cost (INR) During

Construction Per Annum

(In Lakhs)

Cost (INR) during

Operation

Per annum

( In Lakhs)

Environmental Monitoring

(Monitoring Charges For Air,

Water, Waste Water, Soil, DG

Stack & Noise Etc.)

… 35 28

Sewage Treatment Plant 52 --- 22

Green Belt 45 15 17

Solid Waste Management 45 18 25

Rainwater Harvesting System 35 10 06

Others (Environmental & Safety

Training)

… 15 16

Occupational Health

( Cost Of Medical Checkup, PPE &

First Aid Kit)

… 20 18

Total EMP Cost 177 113 132

THANK YOU

44 44

BACK UP

45 45

IX. DISASTER MANAGEMENT PLAN – CONSTRUCTION PHASE

46

SAFETY PLAN AT SITE:

• Safety rules and policy which will be displayed and will be implemented on site to ensure safety

of both men and materials during construction work.

• Necessary protective equipment, safety appliances and clothing shall be provided and will ensure

their proper use

• Separate facilities for first aid for treatment of injuries and illness shall be provided

• Tie up with local poly-clinic and hospitals in case of any emergency

• We will have Proper implementation of fire prevention methods and an appropriate firefighting

service.

• Maintaining collection of data on accidents with a view to take corrective, remedial and

preventive action.

IX. DISASTER MANAGEMENT PLAN – OPERATION PHASE

47

NATURAL DISASTER:

Earthquake Mitigation Strategies

1. Precautionary steps during earthquake • Security Officer and alternate Facility In-charge responsibilities includes: • Contacting emergencies recue centers and explain the emergencies to them. • Determining and co-coordinating emergency response actions for a particular floor or portion of

a floor; • Ensuring that all occupants, including those with disabilities, are completely out of unsafe areas; Precautionary steps during Heavy Rainfall

• Ensure first aid kits and emergency equipment is in place. • Emergency shutdown procedure is to be established and implemented to minimize the potential

for loss of life and damage to property. • Emergency shutdown of operations and processes shall be performed by member of disaster

management team. • Personnel should be trained in the required shutdown procedures as applicable for the

operation.

IX. DISASTER MANAGEMENT PLAN – OPERATION PHASE

48

• Emergencies Control Equipments Information regarding Safety Equipment, Fire Fighting material. Copies of the local Telephone Directories. A list of important telephone numbers like those of neighboring police station, Fire Brigade,

Hospitals etc. First – Aid Kit. Communication equipment. Requisite stationary items. Drinking water facility. All system piping related to Firefighting .

• Fire Fighting System: Underground and Overhead water storage tank for each building / cluster Underground Storage as per CFO, minimum of 3 Lac Litres Wet riser for each buildings Fire pump and Booster pump, Sprinkler pump and Jockey pump Manual and automatic fire alarm system for each building Portable fire extinguishers Clear pathway for fire tender movement around building Refuge Floors as per Fire departments NOC

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