PREFEASIBILITY REPORT FOR PROPOSED LPG …environmentclearance.nic.in/writereaddata/Online/TOR/0_0_17_Oct... · PREFEASIBILITY REPORT FOR PROPOSED LPG BOTTLING PLANT Capacity:

PREFEASIBILITY REPORT

FOR

PROPOSED

LPG BOTTLING PLANT

Capacity: 21000 MTA

BY

SHV ENERGY PRIVATE LIMITED

AT

SIPCOT INDISTRIAL PARK

VILLAGE: THERVOY KANDIGAI

TALUK: UTHUKOTTAI

DISTRICT: THIRUVALLUR

STATE: TAMIL NADU

Report Prepared by

HUBERT ENVIRO CARE SYSTEMS PRIVATE LIMITED, CHENNAI


FOR

PROPOSED

LPG BOTTLING PLANT

Capacity: 21000 MTA

BY


AT



TALUK: UTHUKOTTAI


STATE: TAMIL NADU

Report Prepared by



FOR

PROPOSED

LPG BOTTLING PLANT

Capacity: 21000 MTA

BY


AT



TALUK: UTHUKOTTAI


STATE: TAMIL NADU

Report Prepared by


i

Table of Contents1. EXECUTIVE SUMMARY .......................................................................................................3

2. INTRODUCTION OF THE PROJECT................................................................................4

2.1 Identification of the Project and Project Proponent ................................................................. 4

2.2 Brief Description of Nature of Project:.................................................................................... 5

2.3 Need for the Project and its importance................................................................................... 5

2.4 Demand – Supply Gap............................................................................................................. 5

2.5 Import Vs Indigenous Production............................................................................................ 6

2.6 Export Possibility..................................................................................................................... 6

2.7 Domestic/Export Markets ........................................................................................................ 6

2.8 Employment Generation due to the Project ............................................................................. 6

3. PROJECT DESCRIPTION......................................................................................................7

3.1 Type of the Project................................................................................................................... 7

3.2 Project Location....................................................................................................................... 7

3.3 Alternate sites considered ...................................................................................................... 10

3.4 Magnitude of Operation......................................................................................................... 10

3.5 Process Details....................................................................................................................... 10

3.6 Raw Material Requirement.................................................................................................... 13

3.7 Water Requirement ................................................................................................................ 13

3.8 Power Requirement ............................................................................................................... 14

3.9 Liquid Waste Management .................................................................................................... 14

3.10 Solid waste Management ....................................................................................................... 14

4. SITE ANALYSIS ..................................................................................................................... 164.1 Connectivity........................................................................................................................... 16

4.2 Land form, land use, land ownership..................................................................................... 16

4.3 Topography............................................................................................................................ 16

4.4 Existing land use pattern........................................................................................................ 17

4.5 Existing Infrastructure ........................................................................................................... 17

4.6 Climatic Conditions ............................................................................................................... 18

4.7 Social infrastructure available ............................................................................................... 18

5. PLANNING BRIEF................................................................................................................. 20

5.1 Planning Concept................................................................................................................... 20

5.2 Population Projection............................................................................................................. 20

ii

5.3 Land Use Planning................................................................................................................. 20

6. Proposed Infrastructure ......................................................................................................... 21

6.1 Proposed Infrastructure Facilities .......................................................................................... 21

6.2 Drinking Water Management ................................................................................................ 21

Water Requirement ............................................................................................................................ 21

6.3 Industrial Process Effluent Waste Management .................................................................... 21

6.4 Solid Waste Management ...................................................................................................... 22

6.5 Power Requirement& Supply/Source .................................................................................... 22

6.6 Proposed Fire Fighting Facilities............................................................................................... 23

7. Project Schedule & Cost Estimates ..................................................................................... 25

7.1 Project Schedule .................................................................................................................... 25

Figure 7-1 Project Schedule............................................................................................................... 25

7.2 Project Cost............................................................................................................................ 25

8. Conclusion ................................................................................................................................. 26

List of tablesTable 3-1 List of Products Proposed ..................................................................................................... 10Table 3-2 Water Requirement for the Project....................................................................................... 13Table 3-3 Power Requirement............................................................................................................... 14Table 3-4 Solid Waste Generation and Collection................................................................................. 15Table 4-1 Sensitive areas from site Boundary ....................................................................................... 17Table 4-2Existing infrastructure within 10km radius from the site....................................................... 17Table 4-3 Proposed project surrounding features ................................................................................ 18Table 5-1 Land break up ........................................................................................................................ 20Table 6-1 Industrial Process waste Generation ..................................................................................... 21Table 6-2 Solid waste generation and Disposal method ....................................................................... 22Table 6-3 Power Requirement............................................................................................................... 22Table 7-1 Project Cost............................................................................................................................ 25

List of Figures

Figure 3-1 Project Location ..................................................................................................................... 8Figure 3-2 Project Site ............................................................................................................................. 9Figure 3-3 5 Km Radius of site................................................................................................................ 9Figure 7-1 Project Schedule................................................................................................................... 25

3

List of Annexures

1. Annexure 1 ..................................................Land Documents2. Annexure 2 .............................Possession Certificate from SIPCOT3. Annexure 3 ....................................................Site Layout4. Annexure 4 ................................................. SIPCOT Land Map.5. Annexure 5 ................................................. Contour6. Annexure 6 .............................................. Topo Plan – 10Km7. Annexure 7 ...................................................Handling Facility8. Annexure 8 ...................................................Piping Description9. Annexure 9....................................................MSDS LPG10. Annexure 10 ..............................................Fire Fighting System11. Annexure 11.............................................. Water Balance.

4

1. EXECUTIVE SUMMARY

This is a Greenfield project for Proposed LPG bottling Plant of 21000

MTPA at SIPCOT THERVOY KANDIGAI, THIRUVALLUR

DISTRICT, Chennai. This project falls under item no. 6 (b), Isolated

storage & handling of hazardous chemicals under the category “A”

(general conditions apply) as per the EIA notification 2006 and its

amendments.

As Chennai is a growing market, we propose to install our own new

bottling plant at SIPCOT Industrial Park Thervoy Kandigai Village,

Uthukkottai Taluk, Thiruvallur District for catering to the needs of

Chennai domestic, commercial and industrial requirements.

2.0 INTRODUCTION OF THE PROJECT

2.1 Identification of the Project and Project Proponent

SHV Energy is a Dutch multinational having LPG trading activity in

India since 1996. The company has installed and operating import

terminals at Tuticorin and Porbandar and operating 12 own filling plants

and 7 contract filling plants. The imported bulk LPG stored in our

terminal and transported to cylinder filling plant through road tankers. In

the filling plants LPG is filled in cylinders of various categories of 4Kg,

12Kg, 17Kg and 33 kg. The company also markets bulk LPG for

Industrial and Auto LPG.

As Chennai is a growing market, we propose to install our own new

bottling plant at SIPCOT Industrial Park Thervoy Kandigai Village,

5

Uthukkottai Taluk, Thiruvallur District for catering the needs of

Chennai domestic, commercial and industrial requirements.

2.1 Brief Description of Nature of Project:

The proposed unit is LPG bottling plant of 21000 MTPA. LPG will be

received at the unit by road in trucks. This will be stored in bullets and

then filled in various cylinders within the plant and sold to the customers.

The proposal is only storage and bottling of LPG.

2.2 Need for the Project and its importance

SHV has been installing the cylinder filling plants in the industrial estates

as it enables access to infrastructure and associated facilities in single

location. Since SIPCOT Industrial Park has developed an industrial area,

SHV found this SIPCOT location as suitable for our industry and it has

selected 10 Acres at Sy. No. Part A, 11/2. Since it is only approximately

50 Kms away from the Chennai city, the location is convenient for the

current operation and distribution to all our customers through trucks.

Annexure I and Annexure II (Land Document, Possession Certificate

from SIPCOT) , Annexure III (SITE Layout) and Annexure IV –

(SIPCOT Land Map)

2.3 Demand – Supply Gap

LPG is a growing market in India and every year the demand is

increasing from 6 to 10%. As SHV is giving energy solutions to the

industries and consumers for better safety and cost optimization we have

seen the interest of industrial customers from other conventional fuel to

LPG

6

2.4 Import Vs Indigenous Production

Bulk LPG is imported from Tuticorin harbor and stored in our shore tank

installed in Tuticorin harbor from Tuticorin. The bulk LPG is transported

through the road tankers to the cylinder filling plants. In filling plant LPG

is filled in cylinders and distributed to the customers according to their

requirement

2.5 Export Possibility

The Proposed bottling unit is for indigenous supply to local markets.

2.6 Domestic/Export Markets

The proposed bottling unit is for indigenous supply to local markets.

Since SHV is a parallel marketer, Govt of India is not providing subsidy,

when compared to public sector units. Hence our domestic cylinders are

priced more than the PSU cylinders available in the market. Our domestic

sales volume is very minimal.

2.7 Employment Generation due to the Project

The proposed project will provide direct employment to about 14

personnel and indirect employee is 50 people during operation phase.

During construction phase around 100 people will be employed.

7

3.0 PROJECT DESCRIPTION

3.1 Type of the Project

The proposed project is new LPG bottling facility to produce 21000

MTPA. The proposed project falls under the schedule 6 (b)- Storage of

Isolated and Hazardous chemicals as per the EIA notification dated

September 14, 2006 and its amendments. There is no inter-linked project.

The project comes under the category A.

3.2 Project Location

10 Acres plot of land is acquired from the Thervoy Kandigai SIPCOT

Industrial Complex on Northern Part of Thiruvallur District. SIPCOT

Industrial Park lies in a notified industrial area, 50Kms away from

Chennai city. The site is located approximately 6 km away from the

State-Highway SH-51towards Periyapalayam (South from site) and SH-

52 is 5.6 Km from the site (North). A number of other industrial

undertakings are being planned and under execution in this notified

industrial area, notable among them being Michelin India, Philips Carbon

Black Ltd., Harsha Industries, Bekeart Indian Pvt., Ltd., Kamachi Sponge

and Power. Nearest habitations are located at ThervoyKandigai at 0.1

Km NE. The layout of the site with facilities is enclosed in Annexure-3

and 4, Annexure 5 and Annexure – 6.

The project location is given in Figure- 3.1 and Figure - 3.2. The 5 Km

radius map from the project is given in Figure-3.3. SIPCOT land map

has been enclosed in Annexure-4.

8Figure 3-1Project Location

9

Figure 3-2 Project Site

Figure 3-3 5 Km Radius of site

Inter- stateboundary ofTamil Naduand AndhraPradesh

10

3.3 Alternate sites considered

Since the proposed site is already allotted by SIPCOT and the land area is

10 acres within Industrial Area where many industrial activities are

already established and some are coming up.

The site is also provided with well-established infrastructure facility

made by SIPCOT which enhances the transportation and safety. Hence

no alternative considered for this project.

3.4 Magnitude of Operation

The list of products proposed is given in Table 3-1 below.

Table 3-1 List of Products ProposedS.No. Proposed Products Quantity (Nos./Month)

1 4Kg 100

2 12Kg 700

3 17Kg 23975

4 33Kg 12000

5

Bulk supply

200MT/M through

tankers

3.5 Process Details

Bulk unloading system:

The proposed facility will receive LPG through road tankers. The LPG

from road tankers is unloaded and stored in aboveground Bullets of 2

numbers of 125 MT capacity each and 1 number of 50 MT capacity

Bullet. The total storage capacity will be 300 MT in three aboveground

bullet configurations as mentioned above. The bulk unloading system

11

will be designed for the capacity of 100 MT per shift. The unloading

process will start by connecting road tanker liquid line to respective

receiving bullet. The liquid LPG flow will continue till the pressure in

road tanker and receiving bullet equalizes with each other.

At this stage the LPG compressor will be started with its suction line

connected to bullet vapour line and the discharge line connected to road

tanker vapour line. The vapour pressure difference in bullet and road

tanker drives the LPG liquid from road tanker to bullet. The liquid LPG

unloading further continues until the complete road tanker is unloaded.

The pressurised LPG vapour left in the road tanker will be recovered with

the help of same compressor by changing the compressor suction from

mounted bullet to road tanker through 4 way valves. The recovered

vapour will be stored in respective bullets. LPG compressor will be

interlocked for low pressure trip with the road tanker, so that the

compressor will be tripped after recovering optimal amount of vapour.

Cylinder filling System

All filling station equipment shall be designed as per OISD 169

guidelines.

4, 12, 17 & 33 Kg Cylinders

The filling station will have the capacity of 35 MT per shift. In the filling

station the empty cylinders (4, 12, 17 & 33 Kg) will be fed to the

automated chain conveyor system. The conveyor system will be routed

through the following units for completing the filling process as given

below :

_ Cylinder washing unit

12

_ Online electronic cylinder weight scale unit

_ Electronic filling machines (10nos.)

_ Digital compact valve tester unit (DCVT)

_ In line Test bath

_ Hot air sealing unit

_ Electronic weigh scale for weight correction.

The filled LPG cylinders will be moved and stored in the filled cylinder

storage shed. If any cylinders are rejected from the online electronic

check scale unit then it will be directed to the manual weight correction

unit where the weight correction will be done manually and then it will

be routed to the automated conveyor for subsequent process. If any filled

cylinder fails in the DCVT / in line test bath unit then the defected

cylinders will be directed to evacuation rack for evacuation and repairing

work. The evacuated LPG from rejected cylinders will be sent back to

bullet. The emptied cylinder will be purged using the purging unit.

The liquid LPG will be supplied to the filling heads through LPG vane

pumps. The LPG pumps suction and discharge lines will be designed

with all safety requirements.

450 Kg Cylinders:

The 450 Kg empty cylinder will be brought to the filling point and taken

back to the loading bay with the help of manual pallet truck. The 450 Kg

cylinders shall be filled in the 2 nos. dedicated electronic filling

machines. Annexure - 7

13

Bulk loading system

The liquid LPG will be loaded to road tankers from storage bullets at a

rate of 200 MT per shift. LPG pumps will be used for loading the road

tankers. The loading process can be done simultaneous to LPG filling.

Therefore, standby LPG pumps will also be operated during road tanker

loading and cylinder filling process. Pumps will be having differential

pressure switch to avoid starving/cavitation.

Piping Descriptions are detailed in Annexure -8

3.6 Raw Material Requirement

For this LPG bottling plant raw material is not required as it is a storage

and filling station. LPG would be imported by way of sea through

Tuticorin port, further they would be transported by Road. The Finished

goods in cylinders for domestic and commercial sales would be

transported by road. MSDS of LPG is Annexure 9

3.7 Water Requirement

Water requirement for the proposed project is given in Table 3-2.The

required water will be met from SIPCOT. The agreement for water

supply with SIPCOT will be executed later.

Table 3-2 Water Requirement for the Project

S.No WaterRequirement

Proposed

LPD1. Domestic 10002. Process Supply 20003. Fire Fighting 40004. Paint booth 30005. Total 10000

14

Source of water- SIPCOT Industrial park (10000 LD)

3.8 Power Requirement

Power Requirement for the project will be sourced from TANGEDCO.

The details of power and backup power is given in Table 3-3

Table 3-3 Power Requirement

Details Proposed Capacity Source

Power Requirement 322KVA TANGEDCO

Power Back Up 2 x 320 KVA - Standby requirement

1 x 62.5 KVA-Emergency requirement

Acoustic DG

Sets

3.9 Liquid Waste Management

For this new proposed project there will be no manufacturing process as it

is only storage and filling plant. Spent wash from the caustic wash,

dissolved VOC (Volatile Organic Compound), Paint booth wash will be

treated in an ETP before discharge. This water will not be recycled for

Greenbelt.

3.10 Solid waste Management

There will be no generation for the proposed project.Total Solid Waste

Generated from the proposed facility is 9.1 Kg/ Day

15

Table 3-4 Solid Waste Generation and Collection

Waste Quantity

(kg/day)

Collection

method

Disposal method

Organic 5.05 Bins As prescribed by CPCB

Inorganic 4.095 Bins As prescribed by CPCB

16

4. SITE ANALYSIS

4.1 Connectivity

The proposed site located around 6 Km away from SH-51 towards

Periyapalayam from the site (south), SH-52 is 5.6 km from the site

(North)

The connectivity of the site to airport, railway and road is as follows:

a. Airport connectivity - The site is about 43.4 km away from the

Chennai Meenambakam Airport.

b. Rail connectivity - The site is about 14.88 km away

Gummidipoondi Railway station.

c. Road connectivity - The site is about 6 km from SH towards

Periyapalayam from the site (South) , SH-52 is 5.6 km from the

site (North)

4.2 Land form, land use, land ownership

The proposed project falls within Plot No. A 11/2 Part A/10 acres in SF

No. 32/2 (Pt). The present land use is industrial. The land documents and

the site extent and the land allotment certificate from SIPCOTare

enclosed in Annexure-1.

4.3 Topography

The topographic survey map of the site is enclosed in Annexure-5. The

site is a flat terrain. Contour of the site is enclosed in Annexure –6.

17

4.4 Existing land use pattern

The present land use is industrial. The proposed site is within SIPCOT

Industrial Area. The details of sensitive areas from the site boundary are

given in Table 4-1.

Table 0-1 Sensitive areas from site Boundary

S.no Name Km

Reserve Forests

1. Thervoy Reserve Forest 2.77 Km (East)

2. Periya Puliyur reserve Forest 1.7 Km West

3. Palem Range Reserve Forest 7.8 Km (West)

4. Siruvadai Forest 4.4 Km (North

5. Arani River 8.2 Km (South)

4.5 Existing Infrastructure

The site is well connected by road to NH 4 (Bangalore – Tripathi). The

list of existing industries available within 10 Km from site is given in

Table 4-2.

Table 0-2Existing infrastructure within 10km radius from the site

S.No. Name Distance (Km) Direction

1. Michelin India Pvt Ltd 0.71 SE

2. Harsha Industries 0.59 SE

3. Bekeart Indian Pvt Ltd 1.18 SW

4. Kamachi Sponge and Power 12.23 NE

18

4.6 Climatic Conditions

Normal annual rainfall of Tamil Nadu ranges between 600-800mm

(Southwest and Northeast Monsoon). Of the total rainfall, contribution

from south western monsoon ranges from 20-30% and is lower than the

north-eastern monsoon which ranges from 40-60% and 10% other

seasons.

The annual average maximum temperature ranges from 32⁰ to 40.4⁰C and

minimum temperature ranges from 20.6 to 23.9⁰C.

The annual average humidity is 30% to 80.5⁰C.The annual average wind

speed is 40-50 m/s.

4.7 Social infrastructure available

The social infrastructure facilities available near the site are given in

Table 4-3.

Table 0-3 Proposed project surrounding featuresS.No. Name Km

Schools & Colleges

1. Siva Institute of frontier Technology 12

2. Saint Joseph High School 9

3. Dr Sir Arcot Lakshmanaswami Mudaliyar

vocational Arts and Science Collage12

Religious Places

4. Periyapalayam Temple 8.4

5. Madarapakkam Church 8.7

Densely Populated Area

1 Thervoykandigai 1 Km NE

2. Kannan Kottai 2.75 Km N

19

3. Karadipudur 2.6Km NW

4. Soolaimeni 5.9 Km S

5 Thandalam 6.3 Km SE

6 Gummidipoondi 15 km NE

Lakes

1 Senkarai Ammaneri Lake 0.86 Km (N)

2. Thervoy Kandigai Lake 0.87 Km (E)

3. Kakkavakkam Lake 6.5 Km S

4. Arani River 8.2 Km (South)

20

5. PLANNING BRIEF

5.1 Planning Concept

SVH Energy Pvt Ltd is setting up a new LPG bottling Plant for a capacity

of 21000 MT/A within its land area of 10 Acres. The city of Chennai is

easily accessible along the State Highway 51 towards Periyapalayam at 6

Km and SH-52 is 5.6 km from the site (North). Nearest railway station is

at 14 Km at Gummidipoondi. Airport–Meenambakkam – 44 Km.

5.2 Population Projection

Influx of the people in both phases will be temporary. During

construction phase the people at work will be around 100 workers and in

the operation phase there will be temporary influx of 50 people as labour

and staff.

5.3 Land Use Planning

The total site area is 10 Acres. Built up area is 5103Sq.m (12.6%). The

green belt area is 16187 Sq. m (40%).

Table 0-1Land break up

S.No. Component Area (Sq.m) Area (%)

1 Built up area 5103 12.60

2 Vacant 13393 33.09

3 Green Belt 16187 39.99

4

Road and

pavements 5788 14.30

Total 40471 100.00

21

6. Proposed Infrastructure

6.1 Proposed Infrastructure Facilities

Presently the site is empty land. New facilities are proposed for storage

and filling of LPG. SHV Energy Pvt Ltd., proposed to construct three

above ground bullets

6.2 Drinking Water Management

Water Requirement

Water requirement for the proposed project is given in Table 3-3 and the

detailed water balance is enclosed in Annexure-5. The required water

will be met from SIPCOT.

6.3 Industrial Process Effluent Waste Management

Effluent waste generated from the proposed manufacturing can be

categorized as given in Table 6.1. Effluent generates from washing and

painting process.

Table 6-1 Industrial Process waste GenerationS.No. Industrial Process waste

generatedQuantityProposed

1. Caustic Soda Wash 3 KLD

2. Primer paint booth wash

3. Paint booth wash liquid

4. Finished Paint booth wash

An ETP will be designed to treat the Volatile organic carbon and process

waste generated from the above wash waters. Process Flow Chart of ETP

22

is shown in Annexure-6. The EMP will enclose the design and capacity

of waste and treatment characteristics. .

6.4 Solid Waste ManagementTotal Solid Waste Generation will be minimum and the quantity is about

9.1 kg per day. This will be disposed by local body.

Table 6-2Solid waste generation and Disposal method

Waste Quantity

(kg/day)

Collection

method

Disposal method

Organic 5.05 Bins Local Panchayat

Inorganic 4.09 Bins Authorized Recyclers

STP sludge 0.252 Bins Used as manure /landfill

6.5 Power Requirement& Supply/Source

Power Requirement for the project will be sourced from BESCOM. The

details of power and backup power is given in Table 6.3

Table 6-3 Power RequirementDetails Proposed Capacity Source

Power

Requirement

TANGENCO 322 KW

Power Back Up DG 2 X 320 KVA Standby

1 X 62.5 KVA Emergency

23

6.6 Proposed Fire Fighting Facilities

Fire Fighting System Description:

Following are the type of fire protection systems for proposed LPG bottling

plant,

Automatic Fire Water Pumping System consisting of one Main Pump, one

Stand-by Pump & one jockey pump.

External Hydrant & Water Monitor System covering the entire proposed

plant area for manual fire fighting.

Medium velocity water spray system for Cylinder filling shed, filled storage

shed, tank truck gantry (Two bays), LPG Pump / Compressor shed, above

ground mounded bullet tunnel, dome, manholes, Loading/Unloading shed,

Painting Booth cum Cold Repair Shed and Connecting platforms. Annexure _ 10

Design Basis for Pumps:

Spray density of 10 LPM/m2 is considered as per OISD: 169 clauses 4.4.2.

Highest water requirement for water spray system is 7100 LPM for above

ground LPG storage bullets.

As per Tamil Nadu factory act, 1948 Schedule XXXI, Clause 9, the fire water

system in the plant shall be designed to meet the highest fire water flow

requirement of a single largest risk of any cases at a time plus 288 Cu. m per

hour for operating 2 water monitors.

288 Cu. M per hour = 4800 LPM.

Total Water required = 7100 + 4800 = 11900 LPM (714 m3/hr).

The next available pump is 6834 LPM (410 m3/hr)

24

Therefore we considered 2 no. Fire pumps of 410 m3/hr each capacity to meet

water requirements.

Design Basis for fire water tanks:

As per Tamil Nadu factory act, 1948, Clause 61, 4 Hour aggregate fire

pumping capacity is required. Required size of fire water Tank = (410 x 2) x

4 = 3280 KL.

Therefore fire water tank of capacity 3280 KL in two equal and separate

tanks is considered so that at least 50% of tank capacity will be available

even during tank maintenance.

25

7. Project Schedule & Cost Estimates

7.1 Project ScheduleThe proposed time frame is from April 2016to December 2016.

Figure 7-1 Project Schedule

7.2 Project Cost

The total cost for the project is 22Crores. The break up is given in

Table 7.2 Project Cost

Table 7-1 Project Cost

Sr. No. Components Rs In Crores

1 Land and Landdevelopment

10.5

2 Design Engineering andstatutory approval

5.5

3 Plant construction andcommission

6.0

Total 22.00

25




7.2 Project Cost






10.5


5.5


6.0

Total 22.00

25




7.2 Project Cost






10.5


5.5


6.0

Total 22.00

26

8. Conclusion

SHV was looking for suitable locations to install a cylinder filling plant.

As SHV is installing all our bottling plant in industrial estates, we have

approached SIPCOT for the suitable land.

Since the proposed project is coming up in an Industrial area, there will

not be any change in land use.

Rain Water harvesting system is proposed.

Organic waste converter for solid waste management is proposed.

There will be positive Impact on Social conditions in and around the site

due to the proposed project.

The client will be a part of Corporate Environmental Responsibility and

Corporate Social Responsibility as per SIPCOT rules.

The marginal impact of setting up the Development in the proposed

location will be fully mitigated by the Environment Management Plans.

(EMP)