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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
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
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
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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
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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
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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.
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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,
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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
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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.
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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.
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8Figure 3-1Project Location
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Figure 3-2 Project Site
Figure 3-3 5 Km Radius of site
Inter- stateboundary ofTamil Naduand AndhraPradesh
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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
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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
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_ 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
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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
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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
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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
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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.
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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
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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
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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)
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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
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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
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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
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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)
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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.
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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. 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. 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
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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)