report no.:-gci/v/godrej/reia/2010-11/april/ems … · equipments like heat exchanger, pressure...

REPORT NO.:-GCI/V/GODREJ/REIA/2010-11/APRIL/EMS -005/R00

Executive summary

PREPARED FOR

Proposed Engineering unit for Fabrication of Process

Equipments like Heat Exchanger, Pressure Vessels & Columns etc along with Jetty in CRZ area at SEZ – Dahej, Dist. Bharuch,

Gujarat

OF

M/s. Godrej & Boyce Mfg. Co. Ltd. (PED)

CONDUCTED & PREPARED BY

GREEN CIRCLE, INC. EIA & Environmental R & D Laboratory

NABET Application No.33 REGD. OFFICE: 401-402, Reign Plaza, Near Kalpvrush Complex, Gotri Road, Vadodara-390021 (Gujarat), India

Ph no: 0265-2291228, Mobile: 09427301026 E mail ID: [email protected],

Web site: www.greencircleinc.com

MUMBAI OFFICE: 506, Orchid Apts., B/h. Sanjog Hotel, Carter Road No.7 Borivali (East) Mumbai -400 066

(Maharashtra), India. Ph no: 0223207722, E mail ID: [email protected].

M/s. Godrej & Boyce Mfg. Co. Ltd.

REIA Report for Proposed Engineering Unit at Luvara village, Gujarat Report No: GCI/V/GODREJ/REIA/2010-11/APRIL/EMS -005/R00

Green Circle, Inc. Table of Contents i

INDEX

Sl. No. Content Page no.

1.0 Genesis 1

2.0 Location 1

3.0 Need of approval 1

4.0 Purpose of the study 1

5.0 Project description: major components 2

6.0 Baseline environment data 4

7.0 Environmental impact identification, prediction and mitigation

8

8.0 Environmental management plan 9

9.0 QRA 10

10.0 Disaster management plan 13

11.0 Conclusions & advantages 14

EXECUTIVE SUMMARY 1.0 GENESIS

Industrial expansion is most important for the any Countries economic growth.

Especially engineering manufacturing units play a vital role at the gross root level.

Keeping this in mind, M/s. Godrej & Boyce Mfg. Co. Ltd. is planning to set up the

manufacturing unit for fabrication of process equipments like Heat Exchanger,

Pressure vessel and columns at SEZ – Dahej.

2.0 LOCATION

M/s. Godrej & Boyce Mfg. Co. Ltd. is planning to set up the manufacturing unit for

fabrication of Heat Exchanger, Pressure vessel and columns with the production

capacity 1350 MT/Month and Jetty of cargo handling capacity 1080 MT/ Month in

CRZ area at Plot No. Z – 90, SEZ - Dahej, Village - Luvara, Taluka - Vagra, District -

Bharuch, Pin Code- 392130, Gujarat State, India. The project site is located on

21° 39’36.02” North latitude and 72° 33’ 22.92” East longitude. The average mean

sea level is about 8 m.

3.0 NEED OF APPROVAL

As per MoEF, New Delhi {Published in the Gazette of India, Extraordinary, Part-II, and

Section 3, Sub-section (ii)} dated on 14th September, 2006, the project Requires EIA

Studies

4.0 PURPOSE OF THE STUDY

This study was carried to comply with the guideline of Ministry of Environment and

Forests. The purpose of this study is to:

♦ To determine at the time of studies, the prevailing situation relating to the

environment, human beings and local communities, the wildlife in the study

area and in the adjoining / neighbouring areas.

♦ To establish the likely effect on the environment, human beings and local

communities, the wildlife in the study area and in the adjoining / neighbouring

areas as a consequence of the relevant phases of this project, and to work out



Green Circle, Inc. Executive Summary - 2 -

methods and measures for minimizing the environmental damage as well as

carrying out site restoration activities.

Fig .1: Map showing Project site with study area

5.0 PROJECT DESCRIPTION: MAJOR COMPONENTS

5.1 Land Requirement

The Project Land Use Plan describes two categories of land uses: Manufacturing Unit

for Production of Process equipments and Construction of the Jetty. Total Area of

Plot will be around 2, 35,030.00 m2 and Net plot area will be 2,29,405.00 m2. Total

Built-up area will be around 41028.90 m2.

Project Site




Table 1: Area Provided for Jetty Construction

Sl.

No Structure Built-up Area (m2)

1 Reclamation 30,000

2 Jetty Structure 3,960

5.2 Water Requirement

During Construction Phase: source of the water will be GIDC/ Tankers. Total water

requirement is about 150 m3/day, out of which domestic requirement is 25 m3/day

and for Construction activity is 125 m3/day.

Table 2: Water Requirement during Operational Phase

Sl. No. Requirement Quantity (m3/Day) Source

1. Domestic Water 35

2. Flushing 50

3. Gardening 100

4. Processing 230

5. Cooling Tower 75

6. Washing 10

GIDC

7. Total Water Requirement 400

5.3 Effluent Generation Details

During construction phase, the quantity of domestic waste water expected to be

generated is about 20 m3/day. This will be treated and disposed off through septic

tanks. While operation phase, the effluent generation is 263 m3/day which is going to

treat in Effluent treatment plant with a capacity of 300 m3/day. Out of 250 m3/day

treated effluent, 100 m3/day will be recycled for green belt development and 150

m3/day of treated effluent will be disposed to SEZ drain.

5.4 Power Requirement

The power requirement for construction phase shall be around 125 KVA which shall

be met from Torrent Power Company Ltd. A DG set of 125 KVA shall be provided as

back up in case of power failure.




During Operation Phase, total power requirement is 7.5 MW/hr which is supplied from

Torrent Power Ltd. Three Transformers with capacity of 2500KVA will be provided and

DG set will be use for power back-up in case of power failure which will be three in

number with capacity of 1250 KVA. High Speed Diesel will be used as a fuel. The

total backup is provided by DG sets of capacity 1250 KVA each, which is about 75%

of total requirement.

5.5 Fuel Consumption

For Fabrication /welding / Gas cutting process, LPG and CNG will be used with the

quantity of 60700 Kg/Month and 28000 SCM/Month respectively. 7500 Ltr. /Month

HSD will be used for DG set and the source of the fuel is Gujarat State Petronet Ltd.

6.0 BASELINE ENVIRONMENTAL DATA

6.1 Study Area Included in Environmental Setting

Studies were carried out in about 10 km radius area from the proposed site with

respect to meteorology, flora, fauna, land, geology, hydrogeology and socio-

economics of the area. Further, the air quality, water quality, noise level and soil

quality sampling and analysis was carried out. The study team conducted site

surveys and field experiments to gather the information on Meteorology, Air Quality,

and Water Quality, Noise Quality, Biological environment, and traffic.

6.2 Proximity to Sea / Water Bodies

Table 3: Water Bodies in the proximity of site

Sl.

No. Name of river

Distance

(km) Direction

1 Narmada River 3 SE

2 Ugmana Pond 5 NE




6.3 Important Features within the Periphery of the Study Area

No major eco-system / biosphere reserves have been identified within the periphery

of the project site. The study area marked also does not contain any such features

having great historical or archaeological importance.

6.4 Climate of the Study Area

Relative Humidity: In the year 2008, the annual humidity ranges from 89% to 64%

during day time and 30% to 83 % during night time. In general, the humidity is high

during the monsoon period and moderate during the non-monsoon period.

Temperature: In the year 2008, February month recorded lowest temperature of 13.4

ºC and April month recorded maximum temperature of 36.0 º C.

Rainfall: The annual rainfall in the year of 2008 is approximately 1332.5 mm, 90 % of

which occurs in month of June with 319.0 mm, July with 448.6 mm, August with 343.9

mm and in September with 216.2 mm.

Wind: Predominant wind direction during November to February is N and NE with

wind speed of 4-8 kmph. During May to July, predominant wind speed between 6-10

kmph and Maximum wind speeds of more than 20 kmph were observed during

same time but on infrequent base and most predominant wind direction of SW.

6.5 Site Specific Meteorological Data

Meteorological data for the given period have been collected from IMD.

6.6 Ambient Air Quality

Ambient air quality monitoring was carried out on selected locations within the 10

km radius of the proposed tank installation. Ambient air quality was monitored on 9

locations to generate representative ambient air quality data.

• The concentration of RSPM was observed to be varying from 18 - 79 µg/m3 and

SPM was observed to be varying from 58 -118 µg/m3.

• Concentration of SO2 was observed to be varying from 10 -70 µg/m3 and NOx

was observed to be varying from 9 - 45 µg/m3.

• Concentration of CO was observed to be varying from 31-357 µg/m3

• Concentration of all parameters was observed to be within the permissible limits




specified by CPCB.

6.7 Water Quality

Surface Water

• A survey of surface water bodies in the study area is carried out for assessment of

surface water quality in study area. For assessing the surface water quality, there

are five locations was selected.

• Analysis of the samples revealed that all parameters are within the permissible

limit specified for drinking water as per IS: 10500.

Ground Water

• Groundwater samples were collected from 3 different locations.

• Analysis of samples revealed that all parameters are below the permissible limit

specified for drinking water as per IS: 10500.

6.8 Noise

• Noise level was measured at six different locations.

• Comparison of the ambient noise levels with the standards specified by CPCB

reveals that the noise level at all locations is below the specified limit.

6.9 Soil

Soil samples were collected from 6 locations at 30 cm soil depth and analyzed to

assess the soil quality prevailing in the study area.

6.10 Land

Studies on land use aspects of eco-system play an important role in identifying

sensitive issues and to take appropriate action by maintaining ‘Ecological

Homeostatics’ in the past and present development of the region.

The objectives of the land use pattern are:

• To determine the present land use pattern

• To analyze the impacts on land use due to proposed project activities in the

study area




Table 4: Area Statistics of Land use / Land cover Map

Sl.

No.

Class Name Area (In

Hectares)

Area (In

Sq. Km.)

Area %

1 Water Body 83.44 0.83 0.3

2 Open/Barren Land 942.06 9.42 3.0

3 Agriculture Land 10,318.81 103.19 32.9

4 Fallow Land 17,524.69 175.25 55.8

5 Open/Degraded Vegetation 1,783.25 17.83 5.7

6 Plantation/Orchards 112.13 1.12 0.4

7 River & Canal 133.31 1.33 0.4

8 Settlement & Habitation 376.25 3.76 1.2

9 Miscellaneous 127.50 1.28 0.4

Total 31401.44 314.01 100.00

6.11 Biological Environment

Flora: The tree plantations include Aam, Anwala, Bahera, Ban, Babul, Neem, Pipal,

Gulmohar, Jahmun, Mango; Jamun etc are found to be growing in the District-

Bharuch.

Fauna: The various animal species in the study area are found, detailed study is

given in Baseline chapter.

No endemic or threatened plant species were observed during the survey in the

vicinity of the Project.

6.12 Demographic and Socio-economic Profile

♦ Analysis of the demographical statistics, of the study area reveals that the

population is 1.3 million (As per 2001 Census) and population density of about

261 persons per sq. km for Bharuch district.

♦ The sex ratio in the villages within the study is of 10 km falls within the range

about 823 to 1022.

♦ Average percentage of literates is 74.79%. For Bharuch district. There are 850

primary, 118 secondary and 55 higher secondary schools in the district




♦ Villages in study area have fairly good infrastructural, health and

communication facilities.

7.0 ENVIRONMENTAL IMPACT IDENTIFICATION, PREDICTION AND MITIGATION

7.1 Ambient Air

• In order to estimate the ground level concentrations due to the emission from the

proposed project, an EPA approved ISCST3; Industrial Source Complex Short Term

dispersion model has been employed.

• The predicted ground level concentrations of SPM, SO2, NOx, CO are found to be

3.41, 0.22, 8.99, 17.23 µg/m3 respectively.

• These predicted ground level concentrations when added to baseline scenario,

the overall scenario Levels of SPM, SO2, NOx, & CO are below the levels

stipulated by CPCB.

7.2 Noise

• The major noise source includes various machines like cutting and welding

machine, DG sets, and vehicular traffic. The noise levels were below the

stipulated standards of CPCB for residential and industrial areas.

• Every effort would be taken to minimize the noise levels including Periodic

maintenance of machinery, mandatory use of equipment with operable mufflers,

oiling &lubrication, Noise suppression measures such as enclosures, buffers, green

belt development etc.

7.3 Water Environment

There will not be much impact on surface and ground water quality due to

proposed project. Maximum amount of waste water will be recycled for green belt

development and excess remaining water will be discharged to SEZ drain. Total

water requirement of the plant is 400 m3/day. This requirement will be met from GIDC

water supply. To treat waste water a full-fledge effluent treatment plant is proposed.

7.4 Wastewater Generation & Treatment

The unit shall have an Effluent Treatment Plant with 300 m3/day capacity. The

treated effluent shall be discharged to SEZ drain.

• With the setting up of this project the land use pattern will not be affected much,




since the area having more commercial percentage.

• The other minor impacts on land environment could be during construction

phase.

• These impacts can be mitigated by simply considering adequate afforestation,

which will be done by planting trees in the proposed project area. Mangrove

plantation will be carried out as per the suggestion by SEAC committee member.

7.5 Land Environment

• Development of green belt and other landscape on the proposed site would

enhance the visual aesthetics of the area.

7.6 Biological Environment

• Flora: Analysis of abiotic factors reveals that ambient air and fresh water quality

will remain practically unaffected. Thus, indirect adverse impact on flora is ruled

out.

• Fauna: The quality of ambient air and fresh water system will remain practically

unaffected. Thus indirect impact on fauna, due to these abiotic factors is ruled

out.

7.7 Socio – Economic Environment

• The project will contribute to the socio-economic development of the area at

the local level.

• The direct and indirect employment to the local population during the operation

of the project

• All these will be beneficial to the local economy.

8.0 ENVIRONMENTAL MANAGEMENT PLAN

The EMP provides a delivery mechanism to address potential adverse impacts, to

instruct contractors and to introduce standards of good practice to be adopted for

all project works. A detailed EMP is delineated in the report.

It includes the following

• EMS, EIA, and EMP

• Environmental Objectives and Implementation




• Management of Physical Environment including air, water, noise and land

• Management of Biological environment

• Management of Socio-Economic and cultural environment

• Post environmental Monitoring

In addition to the above suggested measures for management of air, water, soil,

traffic etc following additional measures shall be provided:

• Water Conservation

• Infrastructure

• Energy Conservation

• Resource Conservation/ Solvent Recovery

• Storm Water Management

• Surface hydrology and Drainage pattern:

• Vehicle Parking & Management Plan

• Green Belt Development

• Odour Management Plan

• Possible Occupational Health Hazards in the Industry

• Social welfare measures for future planning

9.0 QRA

QRA study for Godrej & Boyce Mfg. Co. Ltd, Luvara, Gujarat has been carried out

based on data provided by Godrej & Boyce Mfg. Co. Ltd and information collected

by GCCIPL member during the visit at site. The study has been carried out in

accordance with the International codes of practices using PHAST (Process Hazard

Analysis Software Tool) – 6.53 software.

The main objective is to determine potential risks of major disasters having damage

potential to life and property and provide a scientific basis for decision makers to be

satisfied about the safety levels of the facilities to be set up.

9.1 Facilities under Scope of QRA

The following Storage and associated loading and unloading facilities falling under

the QRA study:

• Acetylene

• Hydrogen




• Nitric Acid

• Hydrofluoric Acid

9.2 Hazards Associated With Flammable Materials

This QRA is based on the identified hazards. The potential accident scenarios were

taken as the basis for conducting QRA.

Table 5 and table 6 presents list of accident events for storage tanks

Table 5 Scenario: Catastrophic rupture of storage tanks

Sr.

No. Failure Scenario Description Associated Hazards

1 Catastrophic rupture of acetylene storage tank of 7 m3 Vapor Cloud Explosion, Vapor Cloud

Dispersion, Jet Fire

2 Catastrophic rupture of acetylene storage tank of 350 m3 Vapor Cloud Explosion, Vapor Cloud


3 Catastrophic rupture of hydrogen storage tank of 7 m3 Vapor Cloud Explosion, Vapor Cloud


4 Catastrophic rupture of hydrogen storage tank of 15.6 m3 Vapor Cloud Explosion, Vapor Cloud


5 Catastrophic rupture of Nitric Acid storage tank of 35 kg BLEVE, Pool evaporation, Pool fire, Toxic

release

6 Catastrophic rupture of Nitric Acid storage tank of 595 kg BLEVE, Pool evaporation, Pool fire, Toxic

release

7 Catastrophic rupture of Hydrofluoric Acid storage tank of

350 kg

Toxic release




Table 6 Scenario: Flange failure or hose failure during unloading of tanks

Sr.

No. Failure Scenario Description Associated Hazards

1 Flange failure or hose failure during unloading of

acetylene storage tank of 7 m3

Vapor Cloud Explosion, Vapor Cloud



acetylene storage tank of 350 m3




hydrogen storage tank of 7 m3




hydrogen storage tank of 15.6 m3



5 Flange failure or hose failure during unloading of Nitric

Acid storage tank of 35 kg

BLEVE, Pool evaporation, Pool fire, Toxic

release

6 Flange failure or hose failure during unloading of Nitric

Acid storage tank of 595 kg

BLEVE, Pool evaporation, Pool fire, Toxic

release


Hydrofluoric Acid storage tank of 350 kg

Toxic release

9.3 Measures and Recommendations

• Adherence of engineering and statutory standards in the Design,

Construction and testing of the storage tanks, equipments and other

hardware. Verification of installation as per basic design and approved

drawings and certification as per CCE. Fire fighting system should be assessed

and maintained as per IS / TAC/ NFPA guidelines to minimize the heat

radiation effects due to jet fire on the system.

• Super impose the vulnerable zone on existing plot plan based on study and

redefine Hazardous Area Classification. Thus it is strongly recommended to

conduct this study to ensure that proper electrical fittings are used as per

Zone 1 to 4 requirements based on the recommendations of QRA

• Spillages and leaks from the drums should be controlled with the help of spill

control kits. The absorbed material should be properly disposed to GPCB

authorized landfill sites.




• There should be good communication system available near storage area to

the control room, and it should be flameproof.

• Minimize / eliminate source of ignition during any leakage to reduce the

hazard of flash / Jet fire / Pool fire. Have a standing instruction that during any

HC leak, detector gives alarm and hot work in any area to stop immediately.

• Impact of heat radiation depends on the maximum pool area, which can be

reduced by confining the pool spread.

• Near the tank farm MSDS is to be displayed, with the notice of does and

don’t. NFPA marking on the tank is to be ensured with testing and due date

• Loading unloading procedure is to be given to operator, educate transporter

and display at the site.

• Apprise the extent of likely impact to plant and personnel as observed by

QRA analysis to all employees and contractors

• Where ever required pl redefine SOPs clearly mentioning actions required

during different leak, fire scenario.

10.0 DISASTER MANAGEMENT PLAN

A detailed Disaster Management Plan is delineated in the report. This includes:

♦ Disaster Management Plan: Structure

♦ Policy

♦ Planning

- Identification of Possible Emergency situation

- Prevention

- Compliance with Legislative requirements

- Formation of emergency Plan.

The Implementation stage involves:

♦ Allocation of Resources




♦ Organization and planning

♦ Formation of Corporate Disaster Management Team

♦ Delegating responsibilities to all team members and key persons

♦ Setting up of emergency infrastructure

♦ Imparting training and awareness to employees and public at large

♦ Guidelines for emergency escalation

♦ Communication network

♦ Documentation for Emergency control both On-site and Offsite

♦ Corrective actions to prevent Disaster

10.1 Major Recommendations

In depth, recommendations covering the following have been made using

professional judgement, and national standards:

♦ General safety practices,

♦ Material handling,

♦ Personnel safety,

♦ Process and equipment safety,

♦ Maintenance of equipment including emergency / fire fighting

equipment

It is important that Company follows the requirements mentioned in the

recommendations. Finally the, Emergency Management section of DMP elaborates

the steps to be followed during emergency.

11.0 CONCLUSIONS AND ADVANTAGES

The study brings out the following points:

• Existing ambient air quality, ground water quality and noise levels are within

acceptable norm and will continue to remain so, upon implementation of the

proposed mitigation measures.

• Risk to flora, fauna and soil is negligible due to effective management and

handling of wastes and wastewater.

• Socio-economic benefits are envisaged due to creation of direct/indirect

employment




Thus, it can be concluded on a positive note that after the implementation of the

mitigation measures and Environmental Management Plan, proposed project shall

have negligible impact on environment and will benefit the local people and

economy.

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401-402, Reign Plaza, Near Kalpvrush Complex, Gotri Road, Vadodara-390021 (Gujarat), India

Ph no: 0265-2291228, Mobile: 09427301026 E mail ID: [email protected],Web site: www.greencircleinc.com

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ÑçÊzâÖÓ Ìä¿ë áâÍëÔ Àë.

1) áBÒâÖ-»âÛ ÊÓãÑÒâÌ ÍÓäÜÇ sÉÛ ÈëÑÁ Ì‘»Ìâ ãÕsÈâÓÌä ÍÒâôÕÓÇäÒ, ÑâÌÕÖÑçÊâÒ,

sÉâãÌ» ÖÑâÁ ÈëÑÁ ÍýâÇä – Öö*wÃ ÖïÏïãËÈ Èt»âÔäÌ ÍÓãsÉãÈÌä ¿»âÖÇä »ÓÕä.

2) áâ ÒíÁÌâÌä Èë sÉÛ ÈëÑÁ Ì‘»Ìâ ãÕsÈâÓÌâ ÍÒâôÕÓÇ, ÑâÌÕÖÑçÊâÒ, sÉâãÌ» ÖÑâÁ ÈëÑÁ

ÍýâÇä Öö*wÃ ÍÓ Éæ ×»ÌâÓä áÖÓ sÉâãÍÈ »ÓÕä, ÈëÑÁ ÍÒâôÕÓÇäÒ Ìç»ÖâÌ Ìë ¾ÃâÅÕâ ÑâÃëÌä

ÍDËãÈ ÈëÑÁ éÍâÒí éÍÓ »âÑ »ÓÕçï. ÖâÉë-ÖâÉë Èë sÉÛÌâ ÍçÌÓçDËâÓ Ìë Ô½Èä ÍýÕöã^âáí ÚâÉë

ËÓÕä.

3

áâ»öãÈ 1 ð áâÕÌâÓä ÒíÁÌâ ÑâÃë Ìä ÁgÒâ áÌë áBÒâÖ ãÕsÈâÓ Ê×âôÕÈí Ì»×í

5.0 Öèã¿È ÒíÁÌâÌçï ÕÇôÌð ÑçKÒ ¾Ã»í

5.1 ÁÑäÌ Á#ãÓÒâÈ

Öèã¿È ÒíÁÌâ ÑâÃë ÁÑäÌÌâ éÍÒí½ ÑâÃëÌä #ÍÓë¼â Ïë ãÕÐâ½Ñâï ÁÑäÌÌí éÍÒí½ Ê×âôÕë Àë.

1. Íýí×ëÖ ÖâËÌíÌçï étÍâÊÌ »ÓÈçï ãÌÑâôÇ ãÕÐâ½

2. Jetty ÏâïË»âÑ ãÕÐâ½

»çÔ ÁÑäÌ-ãÕsÈâÓ áâ×Óë 2,35,030.00 (ÑäÃÓ)2 Ú×ë. áÌë ¿íK¼í (Net) ÁÑäÌ-ãÕsÈâÓ

2,29,405.00 (ÑäÃÓ)2 Ú×ë. ÍèÇô ÏâïË»âÑ ãÕsÈâÓ áâ×Óë 41,028.90 (ÑäÃÓ)

2 Ú×ë.

áâÕÌâÓä ÒíÁÌâ

4

ÃëÏÔ Ìï.1 - Jetty ÏâïË»âÑ ÑâÃë áÍâÒëÔí ãÕsÈâÓ

®Ñ Ó¿Ìâ (ÏÌâÕÃ) ÏâïË»âÑ ãÕsÈâÓ (ÑäÃÓ)2

1 ÌÕÍýâ*pÈ (Reclamation) 30,000

2 ÁëÃä (Jetty) ÑâÃëÌçï ÏâïË»âÑ 3,960

5.2 ÍâÇäÌä Á#ãÓÒâÈ

ÏâïË»âÑ ÈÏ>â ÊãÓÑÒâÌ ÍâÇä ½çÁÓâÈ ænsÃ÷äÒÔ ÅëÕëÔÍÑënÃ »íÍíôÓë×Ì áÉÕâ Ãën»Ó ¨âÓâ ÍèÓç

ÍâÅÕâÑâ ïáâÕ×ë.

»çÔ ÍâÇäÌí ÕÍÓâ× áâ×Óë 150 (ÑäÃÓ)3

ÍýãÈ ãÊÌ Ú×ë ÁëÑâïÉä ËÓ½TÒçï ÍâÇäÌí ÕÍÓâ× ÏâïË»âÑ

ÍýÕöã^â ÊÓãÑÒâÌ áâ×Óë 125 (ÑäÃÓ)3 ÍýãÈ ãÊÌ É×ë.

ÃëÏÔ Ìï .2 - vÒâÍâÓ ÈÏ>âÑâï ÍâÇäÌí ÕÍÓâ×

®Ñ Á#ýãÓÒâÈ (ÕÍÓâ×) ÁTÉí ((ÑäÃÓ)3 ÍýãÈ ãÊÌ) éÊzz½Ñ sÉâÌ

1 ËÓ½TÉç ÍâÇä 35

2 ’Á# ÑâÃëÌçï ÍâÇä 50

3 Ï½ä¿â ÑâÃëÌçï ÍâÇä 100

4 éYí½ ÍýÕöã^â 230

5 Cooling Tower 75

6 nÚâÕâ – ËíÕâ ÑâÃë 10

7 »çÔ ÍâÇä ÕÍÓâ× 400

½çÁÓâÈ ænÅsÃ÷äÒÔ

ÅëÕëÔÍÑënÃ »íÍíôÓë×Ì

5.3 éYí½ - Íýã®Òâ ÑâïÉä ÏÚâÓ ÁÈçïï ÍâÇäë

ÏâïË»âÑ ÈÏ>â ÊÓãÑÒâÌ ËÓ½TÉç ½ïÊâ ÍâÇäÌâ étÍâÊÌÌí ÁTÉí áâ×Óë 20 (ÑäÃÓ) 3

ÍýãÈ ãÊÌ

Ú×ë. áÌë Èë ÍâÇä Ìí éÍ¿âÓ (treat) »ÓäÌë, Septic tank ]âÓâ ãÌ»âÔ »ÓÕâÑâï áâÕ×ë jÒâÓë

vÒâÍâÓ ÈÏ>â ÊÓãÑÒâÌ, éYí½Ìä Íýã®Òâ ÑâïÉä Ìä»ÛÈâ ÍâÇäÌçï étÍâÊÌ 263 (ÑäÃÓ)3 ÍýãÈ

ãÊÌ Àë ÁëÌí éÍ¿âÓ (treat) 300 (ÑäÃÓ)3 ÍýãÈ ãÊÌ ÜÑÈâ ÕâÛâ Effluent Treatment Plant Ñâï

»ÓÕâÑâï áâÕ×ë.

5

240 (ÑäÃÓ)3 ÍýãÈ ãÊÌ éÍ¿âÓÕâÛâ ÍâÇä ÑâïÉä 100 (ÑäÃÓ)

3 ÍýãÈ ãÊÌ ÍâÇä Ìí ÎÓäÉä éÍÒí½

ÔäÔä ÕÌsÍãÈÌâ ãÕ»âÖ ÑâÃë »ÓÕâÑâï áâÕ×ë áÌë 150 (ÑäÃÓ)3 ÍýãÈ ãÊÌ éÍ¿âÓÕâÛâ ÍâÇäÌí

ãÌ»âÔ SEZ (ãÕã×wÃ áâüÉ» ÍýÊë×) Ñâï »ÓÕâÑâï áâÕ×ë.

5.4 ÕäÁÛä – Á#ãÓÒâÈ

ÏâïË»âÑ ÈÏ>â ÊÓãÒÑâÌ áâ×Óë 125 KVA ÁëÃÔä ÕäÁÛäÌí ÕÍÓâ× É×ë Áë ÃíÓnÃ ÍâÕÓ »ïÍÌä

ãÔãÑÃëÅ ]âÓâ ÍÚí¿âÅÕâÑâï áâÕ×ë.

ÕäÁÛä ÑëÛÕÕâÑâï ãÌwÎÛÈâ ÉâÒ Èë ÈÏ>â ÑâÃë 125 KVA ÜÑÈâÕâÛâ ÅäÂÔ ÁÌÓëÃÓ ÖëÃ (D. G.

Set) Ìä vÒÕsÉâ »ÓÕâÑâï áâÕ×ë.

vÒâÍâÓ ÈÏ>â ÊÓãÑÒâÌ, »çÔ ÕäÁÛä Ìä Á#ãÓÒâÈ áâ×Óë 7.5 MW ÍýãÈ »Ôâ» Àë, Áë ÃíÓnÃ ÍâÕÓ

ãÔãÑÃëÅ ]âÓâ ÍÚo¿âÅÕâÑâï áâÕ×ë.

2500 KVA ÜÑÈâ ÖâÉë ÝÇ Ã÷ânÖÎíÑôÓ ÍÇ áâÍÕâÑâï áâÕ×ë áÌë ÕäÁÛä ÑëÛÕÕâÑâï ãÌwÎÛÈâ

ÑÛë ÈëÕâ ÈÏ>âÑâï D.G. Set ÕâÍÓÕâÑâï áâÕ×ë ÁëÌä ÜÑÈâ 1250 KVA ÚíÒ ÈëÕâ ÝÇ D.G. Set

áâÍÕâÑâï áâÕ×ë. áëÑâï High Speed Diesel Ìí ÏÛÈÇ ÈÓä»ë éÍÒí½ »ÓÕâÑâï áâÕ×ë.

5.5 ÏÛÈÇ éÍÒí½

LPG áÌë CNG Ìí éÍÒí½ ÏÌâÕÃ/ÂâÓÇ»âÑ/½ëÖÉä »âÍÕâÌä Íýã®ÒâÑâï »ÓÕâÑâï áâÕ×ë.

LPG Ìí 60,700 ã»Ôí½ýâÑ ÍýãÈ ÑãÚÌâ áÌë CNG Ìí 28,000 SCM ÍýãÈ ÑãÚÌâ áÌë

7500 ÔäÃÓ ÍýãÈ ÑãÚÌâ ÁëÃÔçï HSD DG Set ÑâÃë ÕâÍÓÕâÑâï áâÕ×ë. áÌë ÏÛÈÇ ÑâÃëÌçï

éÊzgÑsÉâÌ ½çÁÓâÈ ÓâÁÒ ÍëÃ÷íÌëÃ ÔäÑäÃëÅ Ú×ë.

6.0 áâËâÓÐèÈ #ÍÓë¼â Ê×âôÕÈâ ÍÒâôÕÓÇäÒ áâï»Åâ

6.1 áBÒâÖ ÑâÃëÌí ãÕsÈâÓ áÌë ÈëÌä ÖâÉë áâÖÍâÖÌçï ÕâÈâÕÓÇ

áâÕÌâÓä ÒíÁÌâÉä 10 ã»ÔíÑäÃÓ ãÝÁÒâ ÁëÃÔâ ãÕsÈâÓÑâï áBÒâÖ »ÓÕâÑâï áâvÒí ÚÈí. ÁëÑâï

ÕâÈâÕÓÇ, ÕÌsÍãÈ - ÍýâÇä Öö*wÃ, ÁÑäÌ, ÐçsÈÓ×âsÝ, ÐèÁÔ×âsÝ, áÌë ÖâÑâãÁ» - áâüÉ»

*sÉãÈÌí ÍÇ ÖÑâÕë× »ÓÕâÑâï áâvÒí ÚÈí ÕËâÓâÑâï ÚÕâÌä ½çÇÕ^ââ, ËoËâÃÌçï sÈÓ, áÌë ÁÑäÌÌä

½çÇ^ââ ¿»âÖÕâ ÑâÃë ÌÑèÌâ ÔëÕâÑâï áâvÒâ ÚÈâ áÌë ÈëÌä ¿»âÖÇä »ÓÕâÑâï áâÕä ÚÈä. áBÒâÖ ÁèÉ

]âÓâ áâÕÌâÓä ÒíÁÌâ ÑâÃëÌä ÁgÒâÌä ÂäÇÕÃÍèÕô» ÈÍâÖÌä ÖâÉë ÕâÈâÕÓÇ, ÚÕâÌä ½çÇÕ^ââ áÌë

ÍâÇäÌä ½çÇÕ^ââ, ËoËâÃÌä ½çÇÕ^ââ, ‘ÕãÕÞâÌ ãÕØÒ» ÍÒâôÕÓÇ áÌë Ã÷âãÎ» ÈÍâÖÌí »âÒô®Ñ

Öï¿âãÔÈ »ÓÕâÑâï áâvÒí ÚÈí.

6

6.2 ÖÑç̈ áÉÕâ ÁÔäÒsÉâÌÉä ãÌ»ÃÈâ

ÃëÏÔ Ìï.3 - ÁÔäÒsÉâÌÌä ãÌ»ÃÈâ

®Ñ ÌÊäÌçï ÌâÑ áïÈÓ ãÊ×â

1 ÌÑôÊâ ÌÊä 3 ÊãÜÇ-ÍèÕô

2 é½ÑÌâ ÈÛâÕ 5 ÊãÜÇ-ÍèÕô

6.3 áBÒâÖ ãÕsÈâÓÌä ÖäÑâÜëÝ áïÊÓ áâÕëÔâ ÑÚ^ÕÌâ ãÕã×wÃ Ðâ½

áâÕÌâÓä ÒíÁÌâÌä ÁgÒâÌâ ÖäÑâÜëÝÑâï »íæ ÑÚ^ÕÌâ ÁìÕ-ÍÒâôÕÓÇ »ë ‘ÕâÕÓÇ ’ëÕâÑâï áâvÒâ

ÌÉä. Öèã¿È ÒíÁÌâÌâ ÁgÒâ ÍÓ »íæ ÑÚ^ÕÌâ áìãÈÚâãÖ» »ë ÍçÓâÈ^ÕãÕYâÌçï ÑÚ^Õ ËÓâÕÈâ sÉÛ

ÚâÁÓ ÌÉä.

6.4 áBÒâÖ ãÕsÈâÓÌä áâÏíÚÕâ

ÖïÏïãËÈ ÐëÁ ð 2008 Ìä ÖâÔÑâï ÕâüØ» ÐëÁÌçï ÍýÑâÇ 64% Éä 89% ãÊÕÖ ÊÓãÑÒâÌ ÚíÒ Àë áÌë

30% Éä 83% ÓâÈÌâ ÖÑÒ ÊÓãÑÒâÌ ÚíÒ Àë.

vÒâÍ» ÓäÈë, ¿íÑâÖâÌâ ÖÑÒ ÊÓãÑÒâÌ ÐëÁÌçï ÍýÑâÇ ÑÚ^âÑ ÚíÒ Àë. áÌë ¿íÑâÖâ-ãÖÕâÒÌâ

ÖÑÒ ÊÓãÑÒâÌ ÐëÁÌçï ÍýÑâÇ nÒèÌ^âÑ ÚíÒ Àë.

ÈâÍÑâÌ ð 2008 Ìä ÖâÔÑâï, <ëÏçáâÓä ÑãÚÌâÑâï ÖîÉä Ìä¿çï ÈâÍÑâÌ 13.4° C áÌë áëãÍýÔ

ÑãÚÌâÑâï ÖîÉä ÕËç ÈâÍÑâÌ 36° C ÌoËÕâÑâï áâvÒçï Àë.

ÕÓÖâÊ ð 2008 Ìä ÖâÔÑâï, ÖÓëÓâ× ÕâüØ» ÕÓÖâÊ 1332.5 ãÑÔä ÑäÃÓ ÌoËâÒí Àë. ÁëÑâïÉä

90% ÁëÃÔí ÕÓÖâÊ ÁèÌ (319 ãÑÔäÑäÃÓ), ÁèÔâæ (448.6 ãÔÑäÑäÃÓ), áí½sÃ (343.9

ãÑÔäÑäÃÓ) áÌë ÖpÃëmÏÓ ÑãÚÌâÑâï (216.2 ãÑÔäÑäÃÓ) ÌoËâÒí Àë.

ÍÕÌ ð ÌÕëmÏÓÉä <ëÏçáâÓä ÑãÚÌâÑâï ÖãÕ×ëØ ÍÕÌÌä ãÊ×â é^âÓ áÌë é^âÓ-ÍèÕô Àë áÌë ÍÕÌÌä

ÂÅÍ 4-8 ã»ÔíÑäÃÓ ÍýãÈ »Ôâ» Àë. Ñë Éä ÁèÔâæ ÑãÚÌâÑâï ÖãÕ×ëØ ÍÕÌÌä ÂÅÍ 6 Éä 10

ã»ÔíÑäÃÓ ÍýãÈ »Ôâ» Àë. áë ÖÑÒ ÊÓãÑÒâÌ ÕËçÑâï ÕËç ÍÕÌÌä ÂÅÍ 20 ã»ÔíÑäÃÓ ÍýãÈ »Ôâ» Éä

ÕËâÓë ÌoËÕââÑâï áâÕä Àë. ÍÓïÈç á¿í»»Ö ÍÇë ÖãÕ×ëØ ÍÕÌÌä ãÊ×â ÊãÜÇ–Í*@Ñ Àë.

6.5 Öèã¿È ÒíÁÌâÌä ÁgÒâ ãÌãœÈ ÕâÈâÕÓÇÌâ áâï»Åâ.

æ*nÅÒÌ ãÑÃ÷íÔí‘»Ô ãÅÍâÃôÑënÃ (IMD) ÍâÖëÉä áë ÖÑÒÌâ ÕâÈâÕÓÇ ÑâÃëÌä ÑâãÚÈä áë»Ää »ÓÕâÑâï

áâÕä Àë.

7

6.6 ÍãÓÖÓ ÚÕâÌä ½çÇÕ^ââ

10 ã»ÔíÑäÃÓ ãÝÁÒâ ÕâÛä ÁgÒâÑâï ¿í>Ö Ê×âôÕëÔâ sÉÛ ÍÓ ÍãÓÖÓ ÚÕâÌä ½çÇÕ^ââÌä ¿»âÖÇä

ÑâÃëÌí áBÒâÖ »ÓÕâÑâï áâvÒí. ¦wÃâïÈ#Í ÍãÓÖÓ ÚÕâÌä ½çÇÕ^ââ étÍnÌ »ÓÕâ 9 sÉÛíáë ÍãÓÖÓ

ÚÕâÌä ½çÇÕ^ââ ¿»âÖÕâÑâï áâÕä.

1. RSPM (Respirable Suspended Particulate Matter) Ìçï ÍýÑâÇ 18 Éä 79 Ñâæ®í½ýâÑ ÍýãÈ

(ÑäÃÓ)3 ÁëÃÔçï ÌoËâÒçï Àë áÌë SPM (Suspended Particulate Matter) Ìçï ÍýÑâÇ 58 Éä 118

Ñâæ®í½âÑ ÍýãÈ (ÑäÃÓ)3

(µg/m3 ) Ìä Õc¿ë ÌoËâÒçï Àë.

2. SO2 (ÖlÎÓ ÅâÒí»ÖâæÅ) Ìçï ÍýÑâÇ 10 Éä 70 Ñâæ®í½ýâÑ ÍýãÈ (ÑäÃÓ)3 ÁëÃÔçï ÌoËâÒëÔ Àë. áÌë

NOx Ìçï ÍýÑâÇ 9 Éä 45 Ñâæ®í½ýâÑ ÍýãÈ (ÑäÃÓ)3 Ìä Õc¿ë ÌoËâÒçï Àë.

3. »âÏôÌ ÑíÌí»ÖâæÅ (CO) Ìçï »ëãn¨È ÍýÑâÇ 31 Éä 357 Ñâæ®í½ýâÑ ÍýãÈ (ÑäÃÓ)3 Ìä Õc¿ë ’ëÕâÑâï

áâvÒçï Àë.

4. ÖënÃ÷Ô ÍílÒç×Ì »nÃ÷íÔ ÏíÅô (CPCB) ]âÓâ áâÍÕâÑâï áâÕëÔ sÕä»âÒô ÑÒâôÊâÌä áïÊÓ Á ÏËâ

Parameters Ìçï »ë*n¨È ÍýÑâÇ ÌoËâÒëÔ Àë.

6.7 ÍâÇäÌä ½çÇÕ^ââ

6.7.1 ÖÍâÃä ÁÛ

áBÒâÖ ÁgÒâÌä ÖÍâÃä ÁÔäÒ sÉâÌÌä ¿»âÖÇä »ÓÕâ ÑâÃë ÂäÇÕÃÍèÕô» ÈÍâÖ »ÓÕâÑâï áâÕä

ÚÈä. ÖÍâÃä ÁÔäÒ sÉâÌÌä ¿»âÖÇä »ÓÕâ Íâï¿ sÉÛ Ì>ä »ÓÕâÑâï áâvÒâ ÚÈâ.

ÌÑèÌâÌä ÈÍâÖ Ê×âôÕë Àë »ë ÏËâ Á Parameter sÕä»âÒô ÑÒâôÊâÌä áïÊÓ Àë, Áë ÍäÕâÌçï ÍâÇä

IS: 10,500 Ñâï Ê×âôÕëÔ Àë.

6.7.2 Ðè½Ðô ÁÛ

Ðè½Ðô ÁÛÌâ ÌÑèÌâ ÝÇ áÔ½ sÉÛí ÍÓÉä áë»Äâ »ÓÕâÑâï áâvÒâ ÚÈâ. ÌÑèÌâÌä ÈÍâÖ Ê×âôÕë Àë

»ë ÏËâ Á Parameter ÍäÕâÌçï ÍâÇä IS: 10,500 Ñâï Ê×âôÕëÔ sÕä»âÒô ÑÒâôÊâÌä áïÊÓ Àë.

6.8 ËoËâÃ

ËoËâÃÌçï sÈÓ À áÔ½ sÉÛí áë ¿»âÖÕâÑâï áâvÒçï ÚÈçï. ÍãÓÖÓ ËoËâÃ sÈÓÌä ÖÓ¼âÑÇä (CPCB)

]âÓâ Ê×âôÕëÔ sÕä»âÒô ÑÒâôÊâ ÖâÉë »ÓÕâÑâï áâÕä ÚÈä, Áë Ê×âôÕë Àë »ë ÏËâÁ sÉÛÌçï ËoËâÃ sÈÓ áë

ÏÈâÕëÔ ÑÒâôÊâÌä Ìä¿ë Àë.

6.9 ÑâÃä

ÑâÃäÌâ ÌÑèÌâ 20 Öë.Ñä. ùÅâÇÉä áëÑ À áÔ½ sÉÛÉä áë»Äâ »ÓÕâÑâï áâvÒâ ÚÈâ, áÌë áâ

ÓäÈë ÑâÃäÌâ sÈÓÌä ¿»âÖÇä »ÓÕâÑâï áâÕä ÚÈä.

8

6.10 ÁÑäÌ

ÖïÕëÊÌ×äÔ ÑçÊzâÌë áíÛ¼Õâ ÑâÃë ÁÑäÌÌâ éÍÒí½ ÍÓÌí áBÒâÖ ÑÚ^ÕÌí Ðâ½ ÐÁÕë Àë áÌë áë

ÍýÊë×Ìâ ãÕ»âÖ ÑâÃë ÍãÓ*sÉãÈ ãÕÞâÌÌä Öâ¿ÕÇäÌçï »âÒô ÒígÒ Àë.

ÁÑäÌ éÍÒí½Ìâ áâÊ×ô ÑâÃëÌâ ÚëÈç Ìä¿ë ÑçÁÏ Àë.

1. ÚâÔÑâï ÁÑäÌ éÍÒí½Ìâ áâÊ×ô ’ÇÕâ.

2. áBÒâÖ ãÕsÈâÓÑâï áâÕÌâÓä ÒíÁÌâ Ìë »âÓÇë ÁÑäÌÌâ éÍÒí½ ÍÓ Áë ãÕÍÓäÈ áÖÓ É×ë ÈëÌä

¿»âÖÇä »ÓÕâ ÑâÃëÌí ÍÇ áë» ÚëÈç Àë.

ÃëÏÔ Ìï.4 - ÁÑäÌÌí éÍÒí½ Ê×âôÕÈçï ÍýÊë× áâï»Åâ ×âsÝ

®Ñ ãÕÐâ½ ÌâÑ ÍýÊë× (ÚëkÃÓÑâï) ÍýÊë× (ÑäÃÓ)3 ÍýÊë× (Ã»âÑâï) (%)

1 ÁÔäÒ sÉâÌ 83.44 0.83 0.3

2 ¼âÔä / ãÏÌÎÛ¨çÍ

ÁÑäÌ

942.06 9.42 3.0

3 ¼ëÈäÕâÅä ÁÑäÌ 10318.81 103.19 32.9

4 ÍÅÈÓ ÁÑäÌ 17524.69 175.25 55.8

5 ÐwÃ÷ÕÌsÍãÈ Öö*wÃ 1783.25 17.83 5.7

6 Ï½ä¿í 112.13 1.12 0.4

7 ÌÊä »ë »ëÌâÔ 133.31 1.33 0.4

8 ãÑÔ»È »ë ÕÖÕâÃ 376.25 3.76 1.2

9 ÖãÑÙÇ 127.0 1.28 0.4

ÖïÍèÇô 31401.44 314.01 100.00

6.11 ‘ÕãÕÞâÌ ÍÒâôÕÓÇ

ÕÌsÍãÈ Öö*wÃ

Ð#¿ ãÁlÔâÌä ÕöÜÕâÅäÑâï »ëÓä, ÔäÑÅí, ÍäÍÅí, ½çÔÑÚíÓ, ’ïÏç, ÏâÏçÔÌí ÖÑâÕë× ÉâÒ Àë.

ÍâÇä Öö*wÃ

áBÒâÖ ãÕsÈâÓÑâï ãÕãÕË ÍýâÇäÌâ ’ãÈáí ’ëÕâÑâï áâÕä Àë ÁëÌä ÍèÇô ÑâãÚÈä áâËâÓÐèÈ

Íý»ÓÇÑâï áâÍëÔ Àë.

9

6.12 ÕsÈä ãÕØÒ» áÌë ÖâÑâãÁ» - áâüÉ» Óë¼âã¿Ý

áBÒâÖ ãÕsÈâÓÑâï ÕsÈä ãÕØÒ» áâï»Åâ×âsÝÌä ¿»âÖÇä Ê×âôÕë Àë »ë Ð#¿ ãÁlÔâÑâï 13 Ôâ¼Ìä

ÕsÈä (2001 ÕsÈä½ÇÈÓä ÑçÁÏ) áÌë ÕsÈäÌä ËÌÈâ 261 vÒ*kÈ ÍýãÈ (ã»ÔíÑäÃÓ)2 Àë.

10 ã»ÔíÑäÃÓ ãÕýÁÒâÕâÛâ áBÒâÖ ãÕsÈâÓÑâï ’ãÈ ÍýÑâÇ 823 Éä 1022 Ìä Õc¿ë ’ëÕâ ÑÛëÔ

Àë.

Ð#¿ ãÁlÔâÑâï Öçã×ãÜÈ Ôí»íÌâ ÖÓëÓâ× Ã»â 74.79 Ã»â Àë. Ð#¿ ãÁlÔâÑâï 850 ÍýâÉãÑ»,

118 ÑâDÒãÑ» »ëÛÕÇä áÌë 55 éc¿ ÑâDÒãÑ» »ëÛÕÇä ×âÛâáíÌä ÖÑâÕë× ÉâÒ Àë.

áBÒâÖ ãÕsÈâÓÑâï áâÕëÔâ ½âÑÅâáíÑâï ÏâïË»âÑ, sÕâsÉÒ áÌë Öï¿âÔÌÌä ÖâÓä Ö½ÕÅí Àë.

7.0 ÍÒâôÕÓÇäÒ ÍýÐâÕÌä áíÛ¼, áâ½âÚä áÌë áÃ»âÒÈ.

7.1 ÍãÓÖÓ ÚÕâ

• ÁÑäÌsÈÓë, ÒíÁÌâÌë ÔäËë Ìä»ÛÈâ ÍýÊèØ»íÌä ÑâÝâÌë ’ÇÕâ ÑâÃë, EPA (ÍÒâôÕÓÇ ÖïÓÜÇ

»âÒÊí) ]âÓâ sÕä»âÒô ISCST 3 - áîYíã½» sÝíÈ Öï»çÔ Ãèï»½âÛâ ãÕsÈÓÇ ÍýãÈ»öãÈ ãÌÒíÁÕâÑâï

áâÕä Àë.

• SPM, SO2, NO2 áÌë CO Ìä ÁÑäÌ sÈÓë áâ½âãÚÈ ÑâÝâ »÷Ñ×ð 3 41, 0 22, 8 99, 17 23

– Ñâæ»÷í½ýâÑ / (ÑäÃÓ)2 áâï»ÕâÑâï áâÕä Àë.

• áâ áâ½âãÚÈ ÑâÝâ Ìë áâËâÓÓë¼âÌä #ÍÓë¼âÑâï éÑëÓÈâ, SPM, SO2, NOx áÌë CO Ìä

áë»ïÊÓ ÑâÝ »ën¨äÒ ÍýÊèØÇ ãÌÒïÝÇ ÍãÓØÊ ¨âÓâ áÍâÒëÔâ ËâÓâËíÓÇíÌä ÚÊÌä áïÊÓ áâÕë Àë.

7.2 ËoËâÃ

• ÑçKÒ ËoËâÃÌâ sÝíÈÑâï »âÍÕâÌâ ÈëÑÁ ÂâÓÇ»âÑÌâ ÒïÝí, ÅäÂÔÉä ¿âÔÈçï ÕäÁÛä étÍâÊ»

éÍ»ÓÇ, áÌë ÕâÚÌvÒÕÚâÓ Ìí ÖÑâÕë× ÉâÒ Àë ËoËâÃÌçï sÈÓ »ën¨äÒ ÍýÊèØÇ ãÌÒïÝÇ ÍãÓØÊ

]âÓâ ÓÚëÄâÇ ÈëÑÁ áîYíã½» ãÕsÈâÓ ÑâÃë áÍâÒëÔâ ËâÓâËíÓÇë Ìä ÚÊÑâï Àë.

• ËoËâÃÌâ sÈÓÌë ¾ÃâÅÕâ ÖÕô Í½Ôâ ÔëÕâÑâï áâÕ×ë ÁëÑ »ë ¿í>Ö áïÈÓâÔë ÒïÝíÌä ÖâÓÖïÐâÛ,

áÑç» éÍ»ÓÇíÌí ÎÓãÁÒâÈ éÍÒí½ ÁëÑ»ë ½ÛÍqí, ùÁÇ-ÈëÔ, ÓÕãÌÕâÓ» Í½Ôâ ÁëÑ»ë

ãÏÅâÇ, ÏÎÓ, ½ýäÌÏëlÃ (ÚãÓÒâÛí ÍÃ) Ìí ãÕ»âÖ Õ½ëÓë.

7.3 ÁÛ-ÍÒâôÕÓÇ

ÖÍâÃä »ë Ðè½Ðô ÁÛÌä ½çÇÕ^ââÌë áâ ÒíÁÌâÉä ÕËç Ìç»×âÌ ÌÚI ÉâÒ. ãÌ»âÔ »ÓÕâ Òç»È ÍâÇäÌä

ÑÚ^âÑ ÑâÝâ ½ýäÌÏëlÃÌâ ãÕ»âÖÑâï ÕÍÓâ×ë áÌë Ï¿ëÔç ÍâÇä SEZ (ãÕã×wÃ áâüÉ» ÍýÊë×) Ìä

½ÃÓÑâï ÀíÅÕâÑâï áâÕ×ë. ÒíÁÌâÌä »çÔ ÍâÇäÌä Ñâï½ ‘.áâæ.Åä. Öä. Ìâ ÁÛ-sÝíÈ ]âÓâ ÍèÓä

ÍâÅÕâÑâï áâÕ×ë. ½ïÊâ ÍâÇäÌâ ×ç*DË»ÓÇ ÑâÃë ÖçÖjÁ ÑâÕÁÈ ÒíÁÌâ Ìä ÊÓ¼âsÈ Àë.

10

7.4 Ì»âÑâ ÍâÇäÌçï étÍâÊÌ áÌë éÍ¿âÓ ð

½ïÊâ ÍâÇäÌâ ×çDËä»ÓÇ ÑâÃë 300 (ÑäÃÓ)2 ÍýãÈ ãÊÕÖÌä ÜÑÈâ ÕâÛä ÒíÁÌâ ÍýâpÈ Ú×ë. ×uGË

ÉÒëÔç ÍâÇä SEZ (ãÕã×wÃ áâüÉ» ÍýÊë×)Ìä ½ÃÓÑâï ÀíÅÕâÑâï áâÕ×ë.

• áâ ÒíÁÌâÌâ áâÒíÁÌÉä ÁÑäÌ ÕÍÓâ×Ìâ ÑâÛ¼âÌë ÕËç áÖÓ ÌÚI ÉâÒ »âÓÇ »ë Èë ÈïÝ Ìí

ÑíÃí ãÚsÖí ËïËâÉþ Àë.

• ÏâïË»âÑ ÊÓãÑÒâÌ ÖÚëÁ áÖÓ ÁÑäÌÌë Éæ ×»ë Àë.

• áâ áÖÓí ÕËç ÂâÅ ÕâÕÕâÉä áíÀä »Óä ×»âÒ Àë. ÖçïÊÓä ÕöÜÌä ÕâÕÇä SEAC Ìâ »âÒô»âÓäÌä

ÖÔâÚÉä »ÓÕâÑâï áâÕ×ë.

7.5 ÁÑäÌ – ÍÒâôÕÓÇ

• ½ýäÌÏëlÃ ÈëÑÁ Ï½ä¿âÌâ ãÕ»âÖÌë »âÓÇë Öè¿ÕëÔ sÉÛÌçï ÖîÊÒô ÕË×ë.

7.6 ÁìãÕ» ÍÒâôÕÓÇ

ÕÌsÍãÈ Öö*wÃð áÁìãÕ» ÍãÓÏÛíÌâ ÍöTÉ»ÓÇÉä KÒâÔ áâvÒí »ë ÍãÓÖÓÌä ÚÕâ »ë ÍâÇäÌä ½çÇÕ^ââ

ÍÓ áâÅ-áÖÓ ÌÉä ÉÈä, áâÑ, ÕÌsÍãÈ ÍÓ »íæÍÇ ÍÓíÜ áâÅ-áÖÓÌä ÖïÐâÕÌâ ÌÉä ÓÚëÈä.

ÍýâÇä Öö*wÃð ÍãÓÖÓÌä ÚÕâ ÈëÑÁ ÍâÇäÌä ½çÇÕ^ââ ÒÉâÕÈz ÓÚëÕâÉä ÍýâÇäÖöãwÃ éÍÓ ÍÇ »íæ áâÅ-

áÖÓ É×ë ÌÚI.

7.7 ÖâÑâãÁ» »lÒâÇ ÑâÃëÌä ÐâãÕ ÒíÁÌâ

• áâ ÒíÁÌâ sÉâãÌ» ËíÓÇë ÖâÑâãÁ» - áâüÉ» ãÕ»âÖÑâï ÎâÛí áâÕ×ë.

• áâ ÒíÁÌâÌâ »âÒôÓÈ ÈÏ>âÑâï sÉâãÌ» ÁÌÈâÌë ÍýtÒÜ ÈëÑÁ ÍÓíÜ ÓíÁ½âÓÌä È»í êÐä É×ë.

• áâ ÖïÒç»È ÓäÈë sÉâãÌ» áâüÉ» vÒÕsÉâ ÑâÃë ÎÛÊâÒä ÌäÕÅ×ë.

8.0 ÍÒâôÕÓÇäÒ ÍýÏïË» ÒíÁÌâ (Environment Management Plan) ð áâ ÒíÁÌâ ÖïÐãÕÈ áâÅ-

áÖÓíÌë ÑèÔÕÕâÌä »âÒô ÍDËãÈ áï½ë Íý»â× ÍâÅë Àë. »ínÃ÷â»ÃÓ Ìë Öè¿Ì áâÍë Àë, ÈëÑÁ ÖÕô ÒíÁÌâ»âÒíô

ÑâÃë "sÃânÅÅôÖ áíÎ ½çÅ Íýëã»ÃÖ' áÍÌâÕÕâÌä ÓÁèáâÈ »Óë Àë.

ÈëÑâï Ìä¿ëÌâ ÑçÊzâáíÌí ÖÑâÕë× ÉâÒ Àë –

• ÍÒâôÕÓÇäÒ ÍýÏïË» ÈïÝ, ÍÒâôÕÓÇäÒ ÍýÐâÕ áâ»âÓÇä áÌë ÍÒâôÕÓÇäÒ ÍýÏïË» ÒíÁÌâ.

• ÍÒâôÕÓÇäÒ ÚëÈç áÌë áÑÔä»ÓÇ

• ÐîãÈ» ÍÒâôÕÓÇäÒ ÍýÏïË (ÚÕâ, ÍâÇä, ËoËâÃ áÌë ÁÑäÌ)

• ÁìãÕ» ÍÒâôÕÓÇäÒ ÍýÏïË

• ÖâÑâãÁ» áâüÉ» ÈëÑÁ Öâïs»öãÈ ÍÒâôÕÓÇÌí ÍýÏïË

11

• é^âÓ ÍÒâôÕÓÇäÒ ãÌÒïÝÇ

éÍÓ ÁÇâÕëÔâ ÚÕâ, ÍâÇä, ÁÑäÌ ÈëÑÁ ÕâÚÌvÒÕÚâÓÌâ ÍýÏïË» Í½Ôâáí éÍÓâïÈ ÕËâÓâÌâ Í½Ôâáí

Ìä¿ë ÁÇâvÒâ ÑçÁÏ ÍèÓâ ÍâÅÕâ.

• ÁÛ ÖïÓÜÇ

• ÏâïË»âÑ

• é’ô ÖïÓÜÇ

• sÝíÈ ÖïÓÜÇ / ¨âÕ» ÍçÌðÍýâ*pÈ

• ÕÓÖâÊÌâ ÍâÇäÌçï ÍýÏïËÌ

• ÖÍâÃä ÍÓÌâ ÁÛÌä Ó¿Ìâ ÈëÑÁ ½ÃÓvÒÕsÉâ

• ÕâÚÌ Íâ\»½ ÈëÑÁ ÍýÏïË ÒíÁÌâ

• ½ýäÌÏ&lÃ ãÕ»âÖ

• ½ïË ÍýÏïË ÒíÁÌâ

• éYí½ ÖâÉë Öï»ÛâÒëÔâ ÖïÐãÕÈ vÒâÕÖâãÒ» áâÓígÒ ’ë¼Ñí

• ÖâÑâãÁ» »lÒâÇ ÑâÃëÌä ÐâãÕ ÒíÁÌâ

9.0 QRA (kÕânÃäÃëÃäÕ Óäs» áëÖëÖÑënÃ) – ÁTÉâÕâ¿» ’ë¼Ñ ¿»âÖÇä ð

½íÊÓëÁ áÌë ÏíÒÖ ÑënÒçÎë»ÒÓI½ »ïÍÌä Ôä. ]âÓâ áÍâÒëÔä ÑâãÚÈä ÈëÑÁ GCCIPL Ìâ »Ñô¿âÓäÌä

sÉÛ – ÑçÔâ»âÈ ]âÓâ Öï½ýãÚÈ ÑâãÚÈÌâ áâËâÓë "½íÊÓëÁ áënÅ ÏíÒÖ ÑënÒçÎë»ÒÓI½ »ï. Ôä.', ÔçÕâÓâ,

½çÁÓâÈ' Ìí QRA áBÒâÖ áÑÔÑâï Ñç»âÒí. áâ áBÒâÖ "ænÃÓÌë×ÌÔ »íÅzÖ áíÎ Íýãë»ÃÖäÖ' Ìâ

ËâÓâËíÓÇí ÑçÁÏ PHAST (ÍýíÖëÖ ÚëÂâÅô áëÌâãÔÖäÖ ÖíÎÃÕëÓ ÃçÔ) –6.53 ÌâÑÌâ ÖíÎÃÕëÓ ÕâÍÓäÌë

áÑÔÑâï Ñç»âÒí.

áâ áBÒâÖÌí ÑçKÒ ÚëÈç áëÕä ÊçËôÃÌâáí ÖâÉë ’ëÅâÒëÔâ ÖïÐãÕÈ ’ë¼ÑíÌë ãÌËâôãÓÈ »ÓÕâÌí ÚÈí »ë Áë

’Ì-ÑâÔÌë Ìç»ÖâÌ »ÓÕâÌä ÖïÐâÕÌâ ËÓâÕÈä ÚíÒ, ÈëÑÁ Èë ÑâÃëÌä vÒÕsÉâÌâ ÖçÓÜâ-sÈÓ áï½ë

ÖïÈç*wÃ ÑâÃë ãÌÇâôÒ»íÌë ÕìÞâãÌ» áâËâÓ ÍèÓí ÍâÅÕí.

9.1 QRA Ìâ áÕ»â× ÚëÄÛ Ö½ÕÅí ð-

QRA áBÒâÖ ÚëÄÛ Ìä¿ë ÑçÁÏÌä Öï½ýÚ ÈëÑÁ éÈâÓ-¿ÆâÇÌä Ö½ÕÅí ÖÑ½ôÕwÃ Àë ð

− áëÖäÃäÔäÌ

− ÚâæÅ÷íÁÌ

− ÌâæÃ÷ä» áëãÖÅ

− ÚâæÅ÷íÎÔíÓä» áëãÖÅ

9.2 ÁÕÔÌ×äÔ ÍÊâÉíô ÖâÉë ’ëÅâÒëÔ ’ë¼Ñí –

áâ QRA Èâ¦× ’ë¼Ñí éÍÓ áâËâãÓÈ Àë. áâ QRA Ìâ Öï¿âÔÌ ÑâÃë ÖïÐãÕÈ á»sÑâÈí Ìë

áâËâÓ#Í ÔëÕâÑâï áâvÒâ Àë.

12

ÃëÏÔ Ìï.5 áÌë 6 Ñâï Öï½ýÚ Ãâï»ä ÑâÃëÌä á»sÑâÈ ¾ÃÌâáíÌä ÒâÊä áâÍëÔ Àë.

ÃëÏÔ Ìï.5 - Öï½ýÚ Ãâï»äÑâï áâÍã^âÁÌ» Ðï½âÇÌä #ÍÓë¼â

®Ñ ÑçS»ëÔä Öï»ÛâÒëÔ ’ë¼Ñí

1. áëÖäÃäÔäÌÌä 7 (ÑäÃÓ)3 Öï½ýÚ Ãâï»äÑâï

Ðï½âÇ

ÏâwÍÌâ ÕâÊÛÌí ãÕsÎíÃ, ÏâwÍ-ÕâÊÛ

ãÕsÈÓÇ áâ½ ÎâÃä Ìä»ÛÕä.

2. áëÖäÃäÔäÌÌä 350 (ÑäÃÓ)3 Öï½ýÚ Ãâï»äÑâï

Ðï½âÇ



3. áëÖäÃäÔäÌÌä 7 (ÑäÃÓ)3 ÚâæÅ÷íÁÌ Öï½ýÚ

Ãâï»ä Ñâï Ðï½âÇ



4. áëÖäÃäÔäÌÌä 15.6 (ÑäÃÓ)3 ÚâæÅ÷íÁÌ

Öï½ýÚ Ãâï»ä Ñâï Ðï½âÇ



5. 35 ã»Ôí½ýâÑ Ìä ÌâæÃ÷ä» áëãÖÅÌä Öï½ýÚ

Ãâï»äÑâï Ñâï Ðï½âÇ

é»ÛÈâ ÍýÕâÚäÌâ ãÕsÈâÓÉä ÉÈí ÕâÒç

ãÕsÎíÃ, ÖâÑèãÚ» áâ½, ÂëÓä ÍýÕâÚ

ÀèÃÕí.

6. 595 ã»Ôí½ýâÑ Ìä ÌâæÃ÷ä» áëãÖÅÌä Öï½ýÚ

Ãâï»äÑâï Ñâï Ðï½âÇ

é»ÛÈâ ÍýÕâÚäÌâ ãÕsÈâÓÉä ÉÈí ÕâÒç

ãÕsÎíÃ, ÖâÑèãÚ» áâ½, ÂëÓä ÍýÕâÚ

ÀèÃÕí.

7. 350 ã»Ôí½ýâÑ ÚâæÅ÷íÎÔíÓä» áëãÖÅ Ìä

Öï½ýÚ Ãâï»äÑâï Ðï½âÇ ÂëÓä ÍýÕâÚ ÀèÃÕí.

ÃëÏÔ Ìï 6 - Öï½ýÚ Ãâï»äÑâï áâÕã^âÁÌ» Ðï½âÇÌä #ÍÓë¼â

®Ñ ÑçS»ëÔä Öï»ÛâÒëÔ ’ë¼Ñí.

1. 7 (ÑäÃÓ)3 Ìä áëÖäÃäÔäÌ Öï½ýÚ Ãâï»ä ¼âÔä

»ÓÈâ ÉÈä ã»ÌâÓ »ë ÌÛÌä ¼ÓâÏä

ÏâwÍÕâÊÛ ãÕsÎíÃ, ÏâwÍÕâÊÛ

ãÕsÈÓÇ, áâ½Ìçï ÎâÃÕçï.

2. 350 (ÑäÃÓ)3 Ìä áëÖäÃäÔäÌ Öï½ýÚ Ãâï»ä

¼âÔä »ÓÈâ ÉÈä ã»ÌâÓ »ë ÌÛÌä ¼ÓâÏä



3. 7 (ÑäÃÓ)3 Ìä ÚâæÅ÷íÁÌÌä Öï½ýÚ Ãâï»ä ¼âÔä

»ÓÈâ ÉÈä ã»ÌâÓ »ë ÌÛÌä ¼ÓâÏä



4. 15.6 (ÑäÃÓ)3

Ìä ÚâæÅ÷íÁÌÌä Öï½ýÚ Ãâï»ä




5. 35 ã»Ôí½ýâÑ - ÌâæÃ÷ä» áëãÖÅ Ìä Öï½ýÚ Ãâï»ä


é»ÛÈâ ÍýÕâÚäÌâ ãÕsÈâÓÉä ÕâÒç ãÕsÎíÃ,

áâ½ ÎâÃÕä, ÂëÓä (¨vÒíÌçï) ãÕsÈÓÇ

6. 595 ã»Ôí½ýâÑ ÌâæÃ÷ä» áëãÖÅ Ìä Öï½ýÚ Ãâï»ä é»ÛÈâ ÍýÕâÚäÌâ ãÕsÈâÓÉä ÕâÒç ãÕsÎíÃ,

13

¼âÔä »ÓÈâ ÉÈä ã»ÌâÓ »ë ÌÛÌä ¼ÓâÏä áâ½ ÎâÃÕä, ÂëÓä (¨vÒíÌçï) ãÕsÈÓÇ

7. 350 ã»Ôí½ýâÑ ÚâæÅ÷íÎÔíÓä» áëãÖÅ Ìä

Öï½ýÚ Ãâï»ä ¼âÔä »ÓÈâ ÉÈä ã»ÌâÓ »ë ÌÛÌä

¼ÓâÏä

ÂëÓä ÍÊâÉíôÌçï ãÕsÈÓÇ

9.3 éÍâÒ áÌë Öè¿Ìí / ÖÔâÚ

Öï½ýÚ Ãâï»ä, ÖâËÌí ÈëÑÁ ánÒ ¾âÈçÌâ ÖÓÖâÑâÌÌä #ÍÓë¼â, ÏâïË»âÑ ÈëÑÁ ¿»âÖÇäÑâï æÁÌëÓä

áÌë »âÌèÌä ËíÓÇíÌçï áÕÔïÏÌ, ÖïsÉâÍÌ »ë ÖâËÌ, ÒïÝ ætÒâãÊÌä ½íÄÕÇäÌä ÑèÛÐèÈ #ÍÓë¼â

ÈëÑÁ ÑânÒ Óë¼âï»Ì ÑçÁÏÌä ÖâãÏÈä ÈÉâ CCE ÑçÁÏ ÍýÑâÇÈâ. ÈïÝ ÍÓÌä á*gÌËâÓâÉä

éÊzÐÕÈâ éwÑâ ã»ÓÇítÖ½ôÌë ¾ÃâÅÕâ ÑâÃë á*gÌ×âÑ» ÈïÝÌä ¿»âÖÇä ÈëÑÁ ’ÛÕÇä

IS/TAC/NFPA Ìâ ËâÓâËíÓÇí ÑçÁÏ ÉÕä ’ëæáë.

áBÒâÖ Ìë áâËâÓë ÖïÕëÊÌ×äÕ ÜëÝÌçï ÍýÕÈôÑâÌ ÒíÁÌâÌâ Ì»×â éÍÓ ÍýtÒâÓíÍÇ »ÓÕçï ÈëÑÁ ’ë¼Ñä

ÜëÝÌâ Õ½þ»ÓÇÌë ÍçÌðvÒâKÒâãÒÈ »ÓÕçï. áâÑ ÒígÒ ãÕYçÈ éÍ»ÓÇíÌí ÕÍÓâ× QRA Ìâ Öè¿Ìí

ÍýÑâÇë Zone (ãÕÐâ½) 1 Éä 4 ÑçÁÏ ÉâÒ Àë. ÈëÌä ¼âÈÓä ÑâÃë áâ áBÒâÖÌçï Öï¿âÔÌ ÐâÓÍèÕô»

Öè¿ÕâÒëÔ Àë.

ÍäÍ (ÌÛâ»âÓ ÍâÝ) Ñâï ÍÅëÔâ ãÀ¨ »ë ÈëÑâïÉä Ìä»Ûä áâÕÈâ ÍýÕâÚäÌçï ãÌÒïÝÇ »äÃÉä ãÌÒïÝÇ »ÓÕçï

’ëæáë. ×íØâÒëÔâ ÍÊâÉô/¨vÒ Ìí GPCB (½çÁÓâÈ ÍýÊèØÇ ãÌÒïÝÇ ÍãÓØÊ) ]âÓâ áãË»öÈ Landfill

site ÍÓ ÒígÒ ãÌ»âÔ ÉÕí ’ëæáë.

Öï½ýÚ ÜëÝ ÍâÖëÉä ãÌÒïÝÇ »Ü ÖçËä ÒígÒ Öï¿âÓ vÒÕsÉâ ÚíÕä ’ëæáë, Áë á*gÌ áÐëY ÚíÒ.

áë»âáë» ÐÅ»ä éÄÈä áâ½ »ë ÀèÃä éÄÈä áâ½Ìä ËâÓ »ë ÍÀä ÑíÃâ ÁTÉâÑâï Ôâ½ä éÄÈä áâ½Ìâ

’ë¼Ñ Ìë ËÃâÅÕâ ÑâÃë Ôä»ëÁ ÊÓãÑÒâÌ »íæÍÇ Íý»âÓÌâ á*gÌ-ÊÚÌ sÝíÈÌë ËÃâÅÕâ / áÃ»âÕÕâ

»íæÍÇ HC Leakage (ÚâæÅ÷í»âÏôÌ Ôä»ëÁ) ÊÓãÑÒâÌ ÅäÃëkÃÓ (ÚâæÅ÷í»âÏôÌÌä ÚâÁÓä ÁÇâÕä

áâÍÈçï ÒïÝ) ]âÓâ áëÔâÑô Õâ½Èâ Á »íæÍÇ ÜëÝÑâï ¿âÔÈâ éwÑâ-Öï»ãÔÈ »âÒíô Èt»âÔ áÃ»ä ÁÕâÌä

»Å» Öè¿Ìâ áâÍÕä.

éwÑâ ã»ÓÇítÖ½ôÌä áÖÓ ÑÚ^âÑ ÍçÔ ÜëÝÎÛ éÍÓ áâËâãÓÈ Àë Áë ÍçÔ ãÕsÈâÓ Ìë ÑÒâôãÊÈ »ÓÕâÉä

¾ÃâÅä ×»âÒ Àë.

Ãâï»äÌâ ãÕsÈâÓÌä ÍâÖë MSDS ÍýÊü×È ÚíÕçï ’ëæáë – ÁëÑâï ×çï »ÓÕçï áÌë ×çï Ì »ÓÕçï Öèã¿È ÚíÒ.

Ãâï»ä éÍÓÌçï NFPA Ñâ\»½ ¿»âÖÇä áÌë ãÌÒÈ ãÈãÉ ÈâÓä¼ ÈâÓâ ÖçãÌãW¿È ÚíÕçï ’ëæáë.

ÑâÔ-ÖâÑâÌÌâ ÐÓÕâ »ë ¼âÔä »ÓÕâ áï½ëÌä ÍDËãÈ Öï¿âÔ» Ìë áâÍÕä, ÕâÚ»Ìë Íýã×ÜÇ áâÍÕçï

ÈëÑÁ Èë Öè¿Ìâáí áë ÁgÒâ éÍÓ ÍÇ ¿oÃâÅÕä.

14

QRA ÍöTÉ»ÓÇ ¨âÓâ áÕÔíã»È, ÒíÁÌâ ÈëÑÁ vÒ*kÈáí éÍÓ ÍÅä ×»ÌâÓä ×»Ò áÖÓíÌä ÑâÝâ

áï½ë ÖÕô »Ñô¿âÓäáí ÈëÑÁ »ínÃ÷â»ÃÓíÌë ÑâãÚÈ½âÓ »ÓÕâ.

jÒâï Á#Ó ÍÅë tÒâï ãÕãÕË Leakage ÈëÑÁ á*gÌ ÍýÖâÓÇ ÍãÓ*sÉãÈ ÊÓãÑÒâÌ SOP (Standard

Operation Procedure -ÍýÑâÇÐèÈ Öï¿âÔÌ ÍDËãÈ) ÍçÌðvÒâKÒâãÒÈ »ÓÕä.

10.0 ÊçËôÃÌâ ãÌÒïÝÇ/ÍýÏïË» ÒíÁÌâ

áÚëÕâÔÑâï ÊçËôÃÌâ ãÌÒïÝÇ ÒíÁÌâ áï½ë ãÕ½ÈÕâÓ ÑâãÚÈä áâÍëÔ Àë ÈëÑâï Ìä¿ë ÑçÁÏÌâ ÑçÊzâáí

ÖÑâãÕwÃ Àë.

ÊçËôÃÌâ ãÌÒïÝÇ ÒíÁÌâ #ÍÓë¼â

»âÒô ÍDËãÈ

áâÒíÁÌ ð- (1) ×kÒ áâÍâÈâÔäÌ ÍãÓ*sÉãÈÌä (áï½ë) áíÛ¼ / ÖÐâÌÈâ

(2) áÃ»âÒÈ ÌäãÈ

(3) »âÒÊâ»äÒ Ñâï½ ÖâÉëÌä ÍèÈôÈâ

(4) áâÍÈâ»âÔäÌ ÒíÁÌâÌä Ó¿Ìâ

áÑÔä»ÓÇ sÈÓÑâï ÖÑâãÕwÃ ÑçÊzâ –

ÖâËÌÖïÍã^âÌä ÎâÛÕÇä

Öï½ÄÌ áÌë áâÒíÁÌ

ÖçÖï½ãÄÈ ÊçËôÃÌâ ãÌÒïÝÇ ÁèÉÌä Ó¿Ìâ

ÁèÉÌâ ÖBÒí áÌë ÑçKÒ ÑâÇÖíÌë ÁÕâÏÊâÓäáíÌä ÖoÍÇä

áâÍâÈ»âÔäÌ ÏâïË»âÑÌä sÉâÍÌâ

»Ñô¿âÓäáí ÈëÑÁ ÁÌÈâ Ìë ÑíÃâ ÍâÒë ÈâÔäÑ ÈëÑÁ ’½ö»Èâ áâÍÕä.

áâÍâÈ»âÔäÌ ãÕ»âÖ Ñâ½ôÊ×ôÌ

Öï¿âÓ ÍýÖâÓÇ»ën¨

ÜëÝäÒ ÈëÑÁ ÜëÝ ÏÚâÓÌâ áâÍâÈ»âÔäÌ ãÌÒïÝÇÌçï ÊsÈíÕ‘»ÓÇ

ÊçËôÃÌâ ãÌÕâÓÇ ÑâÃë ÖçËâÓ» ×ìÔä

10.1 ÑçKÒ Öè¿Ìí

vÒâÕÖâãÒ» áãÐÍýâÒ ÈëÑÁ ÓâwÃ÷äÒ ËíÓÇíÌâ áâËâÓë, Ìä¿ë ÑçÁÏÌâ Öè¿Ìí »ÓÕâÑâï áâvÒâ Àë.

ÖâÑânÒ ÖçÓÜâtÑ» ÓäÈ

ÖâÑ½ýä ÖçÓÜâ

vÒ*kÈ½È Öï¿âÔÌ

Íýã®Òâ áÌë ÖâËÌ ÖçÓÜâ

áâÍâÈ»âÔäÌ / á*gÌ×âÑ» ÈëÑÁ ánÒ ÖâËÌíÌä ’ÛÕÇä.

15

»ïÍÌä Öèã¿È Ñâï½Çäáí Ìçï áÌçÖÓÇ »Óë áë ÑÚ^ÕÌçï Àë. áïÈë, ÊçËôÃÌâ ãÌÒïÝÇ ÒíÁÌâÌçï

áâÍâÈ»âÔäÌ ÕÚäÕÃ ãÕÐâ½ áâÍâÈ»âÛë áÌçÖÓÕâÌâ Í½Ôâáí ÍÓ ãÕ½ÈÕâÓ Íý»â× ÍâÅë Àë.

11.0 ãÌw»Øô áÌë ÎâÒÊâ ð-

»ÓëÔâ ÍÓäÜÇ ÍÓÉä Ìä¿ë ÑçÁÏÌâ ÑçÊzâ ÈâÓÕä ×»âÒ Àë ð

ÍýÕÈôÑâÌ ÍãÓÖÓ ÕâÒç ½ÇÕ^ââ, ÐèãÑ-ÁÛ ½çÇÕ^ââ áÌë ËoËâÃÌçï sÈÓ sÕä»âÒô ËíÓÇíÌä áïÊÓ Àë

áÌë ÍýÊèØÇ ÍýãÈÏïË» Í½ÔâáíÌâ áÑÔä»ÓÇ »ÓÕâÉä, ÐãÕwÒÑâï ÍÇ áâ Á sÈÓ ÁÛÕâÒ ÓÚë×ë.

»¿Óâ áÌë ÕÍÓâÒëÔâ ÍâÇäÌâ áÖÓ»âÓ» ÍýÏïË áÌë Öï¿âÔÌ Ìë »âÓÇë, ÕÌsÍãÈ, ÍýâÇäÖö*wÃ áÌë

ÁÑäÌÌë ÌÚäÕÈz ’ë¼Ñ ÓÚë×ë.

ÍýtÒÜ áÌë ÍÓíÜ ÓíÁ½âÓ ÑÛÕâÉä ÖâÑâãÁ» áÌë áâüÉ» ÔâÐ É×ë.

áâÑ, ¿í>ÖÍÇë ÈâÓÕä ×»âÒ »ë ÍýÊzØÇ ÍýãÈÓíË» Í½Ôâáí ÈëÑÁ ÍÒâôÕÓÇäÒ ÍýÏïË» ÒíÁÌâÌâ

áÑÔä»ÓÇ ÏâÊ, Öè¿ÕëÔ ÒíÁÌâÉä ÍÒâôÕÓÇÌë ÌÚäÕÈz áÖÓ É×ë áÌë sÉâÌäÒ Ôí»í ÈëÑÁ áâüÉ»

ÍãÓ*sÉãÈÌë ÎâÒÊí É×ë.

report no.:-gci/v/godrej/reia/2010-11/april/ems … · equipments like heat exchanger, pressure...

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