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Contents

Particulars

INTRODUCTION

PRE-FEASIBILITY REPORT

On

Addition of Electronic Carousel Filling System

At

Plot no. 144 to 148, & 115 to 119, Baikampady Industrial area, Mangalore, Dakshina Kannada District

Karnataka

Project Proponents

M/s. Bharat Petroleum Corporation limited Mangalore

Environmental Consultants

M/s. Aqua Tech Enviro Engineers,

(Environmental Engineers & Consultants)

# 3391, 6th Main, 3rd Cross, RPC Layout,

Vijayanagar II Stage, Bangalore – 560 040

Tele Phone: 080: 23141679

Fax: 080:23148166

E-mail: [email protected]

M/s. Bharat Petroleum Corporation Limited

Project Report

Contents

Sl.No Particulars Page No.

Chapter-1 Executive Summary

1.1 Introduction 1

1.1.1 Preamble 1

1.1.2 Location Of The Project 1

1.1.3 Project At A Glance: 1

1.1.4 Summary Of The Project 2

Chapter-2 Introduction To project proponent/ project

2.1 Introduction Of Project Proponent 3

2.2 Brief Description Of Nature Of The Project 3

2.3 Need For The Additional Carousal 3

2.4 Demand Supply Gap 4

2.5 Imports Vs. Indigenous Production 4

2.6 Export Possibility 4

2.7 Employment Generation 4

Chapter-3 Process Description

3.1 Type of project 5

3.2 Location of the project 5

3.3 Basis For Selecting The Proposed Site 6

3.4 Size Or Magnitude Of Operation 6

3.5 Process Description 7

3.5.1 Technical Specifications Of - 24 Station Carousel & Associated Upstream & Downstream Equipment

8

3.6 Water Requirement And Wastewater Treatment And Discharge Details

13

3.7 Air Pollution Details: 14

3.8 Noise Pollution Details 15

3.9 Solid Waste Details 15

3.10 Hazardous Waste Generation And Its Management During Operation Phase:

16

3.11 Rain Water Harvesting 16

3.12 Solar Lighting Facility 16

3.13 Schematic representation of the feasibility drawing which give information of EIA purpose

17

Chapter-4 Site Analysis

4.1 Connectivity 18

4.2 Land Form, Land Use & Ownership: 19

4.3 Topography 19

4.4 Existing Infrastructure: 20

4.5 Assessment Of Infrastructure Demand 20

4.6 Soil Classification 20


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4.7 Climatic Data From Secondary Sources 21

Chapter-5 Planning Brief

5.1 Planning Concept 27

5.2 Population Projection 27

5.3 Land use planning 27

5.4 Assessment Of Infrastructure Demand 27

5.5 Amenities/Facilities 27

Chapter-6 Proposed Infrastructure

6.1 Industrial Area (Processing Area) 28

6.2 Green-Belt 28

6.3 Drinking Water Management 28

6.4 Connectivity 28

6.5 Sewerage System 28

6.6 Solid Waste Management 28

6.7 Power Requirement & Supply Source 28

Chapter-7 Rehabilitation & Resettlement Plan

29

Chapter-8 Project Schedule And Cost Estimates

8.1 Time Schedule: 29

8.2 Estimated Project Cost 29 Chapter-9

Analysis of Proposal 30

Tables Contents

3.1 Land-Use Pattern 6

3.2 Water Consumption And Sewage Discharge 13

3.3 Sewage/Wastewater Treatment And Discharge

14

3.4 Air Pollution Sources, Fuel Consumption And Chimney Height Details

15

3.5 Solid Waste Generation During The Operation Phase 16

3.6 Hazardous Waste Generation 16

4.1 Connectivity from the Project Site 18

4.2 Meteorological data of Mangalore for the year 2014 21

5.1 Land Use Pattern 27

8.1 Capital Investment On The Project 29

Figures

3.1 Goggle Map Showing The Project Site

5 3.2 Location Map Of The Project Site

6

3.3 Photograph Of Typical Carousal System

8 4.1 Google Map showing site Connectivity 18 4.2 Land Use Map 19

4.3 Wind rose diagrams 23


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CHAPTER-1 Executive Summary

1.1 INTRODUCTION: 1.1.1 Preamble:

Amendment of the Environmental Impact Notification No. S.O. 60 (E) dated 27.01.1994, issued by the MoEF, Govt. of India has made mandatory under Schedule - I of EIA notification for 30 different activities to obtain NOC (No Objection Certificate) from the State Pollution Control Board and Environmental Clearance from the Ministry of Environment & Forests, Govt. of India. This amendment to the EIA Notification is effective from 14.09.2006. It is in this context that all such activities need to prepare Environmental Impact Assessment (EIA) report and submitted. M/s. Bharat Petroleum Corporation Limited, (A Govt. of India Enterprise), Working under the aegis of Ministry of Petroleum is having an Storage and Bottling of LPG at Plot no. 144 to 148, & 115 to 119, Baikampady Industrial area, Mangalore, Dakshina Kannada District. Now, BPCL intends to install additional 24-station Electronic Carousel Filling System for enhancing bottling capacity from 9274 MT/month to 18548 MT/month. Environmental Clearance Certificate is obtained from Department of Ecology and Environment for the existing facility vide letter No. SEIAA: 75: IND: 2008, dated 18th November 2008 1.1.2 Location of the Project M/s. Bharat Petroleum Corporation Limited, (A Govt. of India Enterprise), Working under the aegis of Ministry of Petroleum is having Storage and Bottling of LPG at Plot no. 144 to 148, & 115 to 119 Baikampady Industrial area, Mangalore, Dakshina Kannada District. The proposed addition of Carousel will be installed in a new shed adjacent to the existing carousel shed. 1.1.3 PROJECT AT A GLANCE:

No Details

1 Project Addition of Electronic Carousal Filling System Existing Capacity: 9274 MT/month Bottling Capacity after Enhancement: 18548 MT/month

2 Project location M/s Bharat Petroleum Corporation Limited, 3 Constitution of the

Organization Public Sector

4 Project cost Rs. 13.19 crores


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1.1.4 Summary of the Project

Sl.No

Particulars Existing Additional

1 Bottling Capacity 9274 MT/month 9274 MT/Month

2 Land 40 acres No additional Land required

3 Storage capacity of LPG

1750 MT 1750 MT

4 Man power 150 35

5 Project cost 41.18 crores 13.19 crores

6 Water requirement Domestic: 5500 LPD Cylinder washing: 2000LPD Oil water separation unit provided for cylinder conveyor system: 1000 LPD

Domestic: 1300 LPD Cylinder washing: 2000LPD Oil water separation unit provided for cylinder conveyor system: 1000 LPD

7 Solid waste Domestic: 27 Kg/d Domestic: 7 Kg/d

8 Power 1x500 KVA, 1x250 KVA, 1x200 KVA, 1x125 KVA,1X62.5 kVA,1X7.5kVA

1x600 KVA. (1x250 KVA, 1x200KVA shall be dismantled) after putting up new DG

5 Total Man power requirement during operation

Existing: 150 Proposed: 35


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CHAPTER-2 Introduction of the Project/Background Information

2.1 INTRODUCTION OF PROJECT PROPONENT

Bharat Petroleum Corporation Limited (BPCL) is an Indian state-controlled oil and

gas company headquartered in Mumbai, Maharashtra. BPCL has been ranked 280th

in the Fortune Global 500 rankings of the world's biggest corporations for the year

2015.

BPCL, is a leading player in the Petroleum Sector in the country. BPCL currently

has Refineries at Mumbai and Kochi, BPC's subsidiary at Numaligarh for refining

crude oil.

Also, Bharat Oman Refineries Ltd. (BORL) a joint venture of BPCL, a state-of-art,

grass root refinery at Bina, Dist. Sagar, Madhya Pradesh is also a part of BPCL. This

Refinery is on stream and completely operational from 2011.

2.2 BRIEF DESCRIPTION OF NATURE OF THE PROJECT

M/s Bharat Petroleum Corporation Limited intend to install Additional 24-station

Electronic Carousel Filling System for bottling additional 9274 MT/month (i.e.

22,000 Cylinders per day). Whereas, the Bulk LPG storage and cylinder storage

capacity of the installation remains the same.

2.3 NEED FOR THE ADDITIONAL CAROUSEL

The existing 24 station Carousal can bottle 9274 MT/month (i.e 22,000 cylinders

per day) which is meeting the demand of 9 districts of Karnataka Udupi, Dakshina

Kannada, Shimoga, Davangere, Mysore, Chamarajanagar, Kodagu, Hassan,

Chikmagalur and 2 districts of Kerala Kannur & Kasaragod. Due to the increased

demand of LPG and having adequate LPG storage capacity M/s. BPCL intend to

install Additional 24-station Electronic Carousel Filling System for bottling

additional 9274 MT/month (i.e 22,000 Cylinders per day). Whereas, the Bulk LPG

storage and cylinder storage capacity of the installation remains the same. The

LPG is stored in Bullets of capacity 125MT (4nos), Spheres of capacity 650MT (1

no.) and Mounded Storage Vessel of capacity 600MT (1 no.)


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2.4 DEMAND SUPPLY GAP

The LPG demand is increasing so to meet the demand of the local market M/s.

Bharat Petroleum Corporation Limited intend to install Additional 24-station

Electronic Carousel Filling System for bottling additional 9274 MT/month (i.e.

22,000 Cylinders per day).

2.5 IMPORTS VS. INDIGENOUS PRODUCTION

LPG will be imported from Kochi Port to Mangalore for bottling.

2.6 EXPORT POSSIBILITY

The export possibility is not being contemplated and the filled LPG cylinders will

be marketed to cater to meet the needs of local market.

2.7 EMPLOYMENT GENERATION Existing man power in the unit are 150, in the proposed expansion about 35 people

will be employed.


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Chapter-3

PROJECT DESCRIPTION

3.1 TYPE OF PROJECT

M/s. Bharat Petroleum Corporation Limited, (A Govt. of India Enterprise), Working under the aegis of Ministry of Petroleum is having a Storage and Bottling of LPG at Plot no. 144 to 148, & 115 to 119, Baikampady Industrial area, Mangalore, Dakshina Kannada District. Now, BPCL intends to install additional 24-station Electronic Carousel Filling System for enhancing bottling capacity from 9274 MT/month to 18548 MT/month. 3.2 LOCATION OF THE PROJECT

Figure 3.1 Goggle Map Showing the Project Site Latitude: 12056’55.19 N Longitude: 74049’26.28”E MSL: 32m


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Figure 3.2 Location Map of the project site

3.3 BASIS FOR SELECTING THE PROPOSED SITE

The site is located at Plot no. 144 to 148, & 115 to 119, Baikampady Industrial

area, Mangalore, Dakshina Kannada District. The site is well connected with

roadways and it is located near to the port Mangalore with which the material

transportation is easy. The proposed expansion will be installed adjacent to the

old carousal. No alternative sites have been considered as the expansion of

carrousel is being planned in the existing plant.

3.4 SIZE OR MAGNITUDE OF OPERATION

The BPCL Plant is located in a total area of 40 Acres and is sufficient for the

proposed addition and it also maintains adequate green belt area. The land use

pattern of the industry is as follows.

Table: - 3.1 Land-use pattern

Sl. No.

Particulars Area in Acres Percentage (%)

1 Total plot area 40 100

2 Ground coverage area / Storage area

2 5

3 Hard paved area 8.5 21.25

4 Landscape area 29.5 73.75

Project site


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3.5 PROCESS DESCRIPTION:

Flow diagram of Plant:

Flow Diagram For Receipt Of Product:

Flow Diagram for Receipt Filling & Dispatch of Cylinder:

Checking of empty cylinder lorry at main gate & frisking of driver for any inflammable

material

Counting of cylinder at empty shed and segregation of cylinder (DPT,HR, Dent, Bulge,

Corroded, cut)

Filling of the cylinder in carousel and post quality check (Weight check, valve leak check, Bung leak check, O ring leak check, body leak check) and sealing of

the cylinder

Dispatching of the cylinder as per ‘Plan Delivery

Program’

RECEIVES LPG THROUGH PIPELINE / TANK TRUCKS

STORAGE OF LPG IN PRESSURE VESSEL (4 X 125 MT, 1 X650MT &1X600

MT)

FILLING LPG IN CYLINDER (5 KG, 14.2 KG, 19 KG, 35 KG.47.5 KG, LOT 35 KG & 19 KG BMCG)

DISPATCH OF CYLINDER TO

DISTRIBUTOR

Checking ullage

in storage vessel

Indenting for the product required based on the ullage

available

Lining up of the vessel to which product will be

taken

Coordinating with MLIF and receiving of the product in storage vessel


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Figure 2.1 Photograph of Typical Carousal System

3.5.1 TECHNICAL SPECIFICATIONS OF - 24 STATION CAROUSEL & ASSOCIATED

UPSTREAM & DOWNSTREAM EQUIPMENT

SL

NO

ITEM BPCL’S SPECIFICATIONS

I. Operating Conditions : 24 Station Electronic machine carousel suitable

for filling 14.2/19 KG SC Type Valve cylinders simultaneously

1 System performance parameters

i) Production Capacity

ii) Filling Accuracy

iii) Valve Leak Detection

iv) O-Ring Leak

Detection

1570 Cylinders per hour for filling of 14.2 Kgs capacity at a carousel speed of 55 seconds per revolution and 1000 Cylinders per hour for filling of 19 Kgs capacity filling 95% of cylinders within +/- 50 gms or better 0.5 gm / hr

0.5 gm / hr


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2 Cylinder

Dimensions

As per Cylinder Data Sheet provided at the end of this data sheet

3 Installation Under covered roof all sides open 4 Duty Continuous

5 No. of hrs/day 16 hrs /day for 300 days in a year

II Carousel Filling Machines :

1 Type Electronic type with individual Gas stops valve

and filling head.

2 Platform Level + 550 mm from floor level.

3. LPG Cylinder 14.2 Kg and 19 Kg

4 Working Pressure of LPG

Max. 8.5 Kg/cm2 (Differential pressure)

5. Filling Time

(Max.) at

working pressure

of 16 Kg/cm2

Vendor to Specify considering rotation time 55 Seconds

6. Valve Details Refer to enclosed drawing

7 Type of Filling

Gun required

Automatic lowering and centering type for SC Valve

with pin travel of 2.8 +/- 0.2mm.

8 Accuracy of filling

(Min.)

+/- 50 gms. Or better

9 Filter 40 Mesh SS Strainer.

10 Bourden type 0-25 Kg Pressure Gauge

To be provided before & after the filter

11 Guide Rail I – Section/Square Section.

12 Carousel drive (Anti

Static)

Preferable – Tyre/Belt driven with hydraulic motor or

Gear type with electric motor driven. Vendor to

specify.

13 Introduction unit Pneumatic / hydraulic operated or Gear type with

electric motor driven unit with automatic

introduction of cylinders synchronous with the speed of

the carousal. A safety device to be provided to prevent

introduction of cylinders to the carousal if there is

already a cylinder present on the filling machines i.e.

Introduction only when machines platform empty.


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14 Ejection unit Pneumatic / hydraulic operated unit or Gear

type with electric motor driven for automatic ejection

of cylinders from the carousal to the chain conveyor.

A safety device to be provided such that if the filling

head has not detached from the cylinder then

carousel should stop gradually . By this Anti

jamming output is ensured i.e.

Ejection only when cylinders are filled and

gun released. Also the ejection has to operate only

when the conveyor is free.

15 Emergency stop Easily accessible from front & distinctly visible.

16 Earthing connection

a) Filling gun - braided copper wire along

with hose with insert

b) Central column.

c) Guide Rail

d) Platform

e) Frame 17 Safety Guard Mesh or M.S. Flat on angle iron frames all

around 1" above the platform.

18 Filling accuracy +/- 50 gm. Or better.

19 Utilities required

& consumption

per hour of

operation.

Compressed Air

requirement in

LPM

& Air pressure in

Kg/cm2

(To be specified by vendor) Air pressure supplied

is 5-6 Kg/cm2

20 Paint High quality anti-corrosive

21 Working height Tare weight controls to be accessible from floor

level. III Details of Central Column & Rotary Table Design

1 Product feed

distribution & by-pass

LPG thru Top and air through bottom of

column preferred

2 Sealing arrangement

details

To be provided for positive segregation of

LPG and Air

3 Table supporting

arrangement

Should be supported on rails


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4 Table construction

arrangement.

Steel frame

5 Leveling arrangement Preferably by tripod

6 Material of

construction.

Steel

IV Drive Arrangement :

1 Drive motor type

rating &

characteristics

Hydraulic or electric with tyre/gear drive

Rating & characteristics to be specified by

vendor

2 Speed reducing gearbox

make type size &

complete details.

Through Frequency control

3 Final anti-static drive

arrangement details.

Arrangement to be indicated

V Filling Head :

1 Release Smooth release with hinged arrangement in jaws

to facilitate little downward movement of jaws

at the time of release

2 Liquid pressure 8.5 Kg/Cm2 (Differential) 3 Pin travel 2.8 + /- 0.2 mm 4 Flow rate 150 LPM

5 Material Gun metal 6 Head cap Gun metal threaded

SL

NO

ITEM BPCL'S REQUIREMENT

VI General :

1 Wheel details Steel wheel with sealed bearings.

2 LPG and Air hoses Should be anti-static 3 All safety features Should be built in by design.

4 Gas cut off system Should be automatic with pneumatic actuator

mounted on ball valves. VII Other Requirements 1 Air Quality (Moisture

Content) 5 Degree Below the Minimum Ambient Temperature. For all other parameters such as dust etc, vendor to provide suitable Air Filter Regulators


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DATA SHEETS

FOR FLP ENCLOSURES

SR.

NO.

SPECIFICATIONS

1 Type of enclosure

for electronics

FLP conforming to IEC - 60079 or

Equivalent

a) Size As required

b) Cover Threaded Gaskets having an opening of

suitable dia. with toughened flat glass

sealed in the cover on the both sides.

c) Isolation switch 2Nos. switches for power ON/OFF

d) Interconnection to top

and bottom enclosure

Through FLP nipples

e) Mounting plate Suitable mounting plate shall be provided

for electronics f) Cable entry Back / bottom entry for 3/4" NT

2 Area of use Hazardous zone-1 Group IIA/IIB

3 Material LM6 4 Protection Class IP 65 5 Glands Flame proof double compression made of

brass and chrome plated type

6 Mounting To be mounted on cold bent pipe structure

at about 1.5 M from floor level.

SPECIFICATION FOR FLP GLANDS

Sl.NO

.

SPECIFICATIONS

1. Type FLP Double Compression conforming to IEC 60079.

2. Type of Armour Round GI wire

3. Area of use Hazardous Zone-GI Group IIA/IIB 4. Material

a) Gland Brass with Chrome Plating / Aluminium

5. Protection Class IP 66 6. Size As per requirement.

DATA SHEETS

FOR INTRINSICALLY SAFE ZENNER BARRIERS

Sl.

NO.

SPECIFICATIONS

1 Type Double channel. MTL/STAHL make

(Replaceable fuse types preferred)


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2 Application & model for

limit switches

For interfacing limit & keyboard

switches/key boards & load cells

installed in hazardous area should be in

FLP enclosures. Both the channels

should be separate from the earth

circuit of the zener barrier. 3 Area of installation of

limit switches

Zone-I Class IIA/IIB

4 Area of installation of

zener barriers

At safe area in FLP enclosures

5 Supply Voltage 10 to 35 V DC positive with respect

to earth 6 Output current Up to 35 mA

7 Polarity Positively polarized

8 Terminals Should accommodate 1.5 sq. mm

Conductors. 9 Operating Temperature -20 to + 55 degree Celsius

10 Humidity limit 95% RH 11 Conformity standard IS 10398 of 1982 or equivalent 12 Conformity Certification PESO Nagpur India

13 Mounting Suitable to mount on the bus bar

inside FLP enclosure. 3.6 WATER REQUIREMENT AND WASTEWATER TREATMENT AND DISCHARGE DETAILS i) QUANTITY OF WATER REQUIRED AND WASTEWATER GENERATED: The total quantity of water requirement for the industry is about 8.5 KLD. The break-up of the consumption of water is as presented in table below.

Table 3.2 Water Consumption and Sewage Discharge

Description Consumption

(m3/day)

Discharge

(m3/day)

(a) Domestic (toilet,

canteen etc.)

5.5 4.4

(b) Cylinder washing 2 2

(c) Oil water

separation unit

provided for cylinder

conveyor system

1 1


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ii) WASTEWATER TREAMENT AND DISPOSAL DETAILS:

The treatment methods and the final disposal of each type of wastewater generated is appended in the table below

Table3.3 Sewage/Wastewater Treatment and Discharge

Sewage/effluent generated from

Treatment units provided Final disposal point

(a) Domestic Septic tank Soak pit

(b) Cylinder washing

Sedimentation treatment Overflow of sedimentation tank will be led to green belt development

(c) Oil water separation unit provided for cylinder conveyor system

Cylinder conveying system will be frequently lubricated for smooth movement of cylinders through soap water, spillages will be taken to ETP consisting of Oil water separation unit

Recycled

3.7 AIR POLLUTION DETAILS: The major air pollution sources from the industry are DG set. These sources are

provided with stacks of adequate height so as to disperse the emanating flue gases

containing SPM, oxides of sulfur and nitrogen without affecting the ground level

concentrations.

The sources of air pollution, type of fuel used, fuel consumption and chimney

heights for air pollution sources of the proposed project are indicated in the

following Table-3.4.


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Table3.4 Air pollution sources, fuel consumption and chimney height details

SI. no.

Stack attached to

Fuel used

Sulfur content

Fuel consumption L/h

Stack/s height

Air pollution control unit

Predicted emissions

1 D.G. set:

Existing:,

1x500 KVA,

1x250 KVA,

1x200 KVA

1x125 KVA

1X62.5 KVA

1X7.5 KVA

Proposed

1x600 KVA.

(1x250 KVA,

1x200KVA

will be

dismantled)

after putting

up new DG

HSD <0.025%

100 30 30 20 10 1 120

7m 5m 5m 5m 5m

1.5m

7m

Stack

SOx, NOx, SPM

3.8 NOISE POLLUTION DETAILS The major source of noise pollution in the industry is the DG set. The DG are with

integral acoustic measures. Also ambient noise levels will be ensured within the

ambient standards by inbuilt design of mechanical equipment and building apart

from vegetation (tree plantations) along the periphery and at various locations

within the industry premises.

3.9 SOLID WASTE DETAILS The quantity of solid waste generated from the proposed industry is detailed in the following table.


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Table3.5 Solid Waste Generation during the Operation Phase

Total no. of employees 185

Assuming per capita solid waste generation rate as 0.20 kg/capita/day

Quantity of solid waste generated 37 kg/day

Organic solid waste : 60 % of the total waste 22.2 kg/day

Inorganic solid waste : 40 % of the total waste 14.8 kg/day

3.10 Hazardous waste Generation and Its Management during Operation Phase: The hazardous wastes generated is spent oil from DG set which is stored in MS

drums and sent to authorized preprocessors. The type and quantities of Hazardous

waste generated from various processes are shown in the following Table

Table 3.6 Hazardous Waste Generation

Hazardous waste Quantity of hazardous

waste generated

1. Used oil from DG Set 1000 L/A

3.11 Rain Water Harvesting Rain water harvesting has been implemented in the project the runoff water from

the open area is diverted to the ground water recharge pits for ground water

recharge. About 4 numbers of recharge pits have been constructed in the

installations.

3.12 Solar Lighting Facility

Solar street lights have been provided in the installations.


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3.13 Schematic representation of the feasibility drawing which give information of EIA purpose


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Chapter-4 SITE ANALYSIS

4.1 CONNECTIVITY The well laid road network is available till the project site. National highway

17(Edapally Panvel highway) is about 1.1 km from project site, railway

connectivity from most of the parts which is about 10 km. The major connectivity

to the project is provided with distance and site bearing in table 4.1 as under.

Table 4.1: Connectivity from the Project Site

Sl. No.

Road Distance from the project site (km) aerial distance

Direction w.r.t. project

site

1 Edapally Panvel highway 1.1 West

2 Mangalore Port 1.8 South west

3 Mangalore airport 5.15 East

4 Thokur railway station 1.75 North East

5 Gurupura River 1.5 South

6 Mangalore City 3 South

7 Mangalore railway station 10 South

Fig 4.1: Google Map Showing Connectivity

Project Site


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4.2 LAND FORM, LAND USE & OWNERSHIP: M/s. Bharat Petroleum Corporation Limited, (A Govt. of India Enterprise), Working under the aegis of Ministry of Petroleum is having Storage and Bottling of LPG at Plot no. 144 to 148, & 115 to 119, Baikampady Industrial area, Mangalore, Dakshina Kannada District. The proposed addition of Carousal will be installed adjacent to the existing carousal.

Land-use pattern

Sl. No.

Particulars Area in Acres Percentage (%)



2 5



Fig 4.2 Land Use Map

4.3 TOPOGRAPHY

M/s. Bharat Petroleum Corporation Limited is located at Latitude: 12056’55.19 N

Longitude: 74049’26.28”E at an elevation of 32 m above MSL.


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4.4 EXISTING INFRASTRUCTURE: The list of existing infrastructure at the project site is 1. Water supply from Bore well 2. Power supply from MESCOM 3. Storm water drainage system is existing 4. Domestic sewage & domestic garbage treatment is provided.

4.5 ASSESSMENT OF INFRASTRUCTURE DEMAND M/s. Bharat Petroleum Corporation Limited has proposed to enhance the bottling capacity from 9274 MT/month to 18548 MT/month. The infrastructure demand for the project is detailed in the following sections 4.5.1 Roadways Roadways are required for

Roads are already available for the transportation of the cylinders 4.5.2 Water Supply & Sewerage Infrastructure: Water demand for the industry will be met by Bore well. The domestic sewage

generated is treated in septic tank & discharged into soak pit within the industry

premises.

4.6 SOIL CLASSIFICATION The soil in the district is mostly lateritic type, found distributed in the Pedi plain

area characterised by high iron and aluminium content. Lateritic soil is mostly red

in color and yellow loamy, pale to bright red colours are also seen. Lateritic soil is

suitable for Paddy, Sugarcane, Arecanut and Plantation crops, viz. crops like

Cardamom & plantains. Loamy red soils are distributed in the lower reaches of

valleys. Red lateritic soil is the most dominant soil type in the area. The texture of

the soil varies from fine to coarse. The soil in valleys and intermediate slopes is

rich in loam whereas in upper slopes it is much coarse in nature. The soil responds

well to irrigation and other soil - management practices. Silty and loamy soils are

of transported origin and are found mostly along river banks and in valley plains.

They have good infiltration capacity and are well-suited for agriculture due to

their fertility.


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4.7 CLIMATIC DATA FROM SECONDARY SOURCES

Table 4.2: Meteorological data of Mangalore for the year 2014

Month Temperature 0C

Relative

humidity

%

Precipitation

rate

(mm/hr)

Atmospheric

pressure

(mb)

Wind

Speed

(m/s)

Inversion /

mixing

height

(m)

Cloud

cover

(tenths)

Min Max Min Max Min Max Min Max Average Day Night Min Max

Jan 20.5 28.3 61 71 0 0 1002 1012 7.7 1769 2554 2 10

Feb 21.3 28.9 66 75 0 2.29 1001 1011 6.2 1800 2021 2 10

Mar 22.7 30.4 67 75 0 2.54 1001 1011 7.7 1848 2563 2 10

Apr 24.1 32.4

69 73 0 1.78 1000 1010 6.2 2024 1459 2 10

May 25.1 32.5 72 77 0 4.32 1001 1008 7.7 1705 1459 2 7

June 24.7 29.3 85 89 0 7.62 1000 1008 9.8 1893 1449 2 10

July 23.8 28.7 88 91 0 4.57 999 1009 7.7 1822 950 3 10

Aug 24.1 28.1 87 91 0 4.83 999 1008 7.7 1766 1028 3 10

Sept 22.1 28.1 83 89 0 27.43 999 1010 7.7 1780 1439 2 10

Oct 21.0 31.1 79 85 0 1.52 1002 1010 6.2 1949 2156 2 10

Nov 22.8 31.5 69 77 0 0.51 1000 1010 8.7 1949 3139 2 10

Dec 20.4 30.3 62 69 0 0.51 1003 1011 7.7 1850 2697 2 10

1. TEMPERATURE

The mean maximum temperature is observed at (32.5°C) in the month of May and

the mean minimum temperature at (20.4°C) is observed in the month of

December.

In the summer season the mean minimum temperature is observed during the

month of March (22.7°C). During the monsoon the mean maximum temperature is

observed to be 32.5°C in the month of May with the mean minimum temperature

at 22.1°C during September. By the end of September with the onset of post

monsoon season (October - November), day temperatures drop slightly with the

mean maximum temperature at 31.5°C in November and mean minimum

temperature is observed at 21°C & 22.80 for both October & November. The values

are presented in table 4.2.

2 RELATIVE HUMIDITY

Minimum and maximum values of relative humidity have been recorded. The

minimum humidity is observed to be at 61 % in the month of January and the

maximum is 91 % in the month of July to August. The mean minimum values of

humidity during summer, monsoon, post-monsoon and winter seasons are 67%,

22.1%, 69 % & 61% during the months of March, September, November and January

respectively. Similarly the maximum values are 77%, 91%, 85%, 66% in the months


Project Report

22

of May, July, October & February during the summer, monsoon and post monsoon

& winter seasons. The values are presented in table 4.2.

3 RAINFALL

The monsoon in this region usually occurs twice in a year i.e. from June to

September and from October to November. The maximum annual rate of

precipitation over this region ranges between 0.51 to 27.43 mm/hr. the Annual

rain fall in Mangalore is 3479 mm.

4 ATMOSPHERIC PRESSURE

The maximum and the minimum atmospheric pressures are recorded during all

seasons. In the summer season, the mean maximum and minimum pressure values

are observed to be 1011 mb in the month of March and 1000 mb in the month of

April respectively. During monsoon season, the maximum pressure is 1009 mb and

minimum 999 mbin July and August. The maximum pressure during the post-

monsoon season is observed to be 1011 mb in December and minimum pressure is

1000 mb in the month of November. During the winter season the minimum

atmospheric pressure is 1000 mb in November and the maximum is 1012 mb in the

month of January. The values are presented in table 4.2

5 INVERSION HEIGHT

The maximum inversion heights at the project site during the day time & night

time for all the months of the year is as given in the table 3.1. The maximum

mixing height of 3139 m is observed during the month of November during the

night time and 2024 m during the month of April during the day time. The

minimum inversion heights are 1705 m in the month of May during the day and 950

m during the night in the month of July.

6 CLOUD COVER

The minimum cover measured in the unit of tenths is 2 and the maximum observed

cloud cover is 10.

7 WIND

The data on wind patterns are pictorially represented by means of wind rose

diagrams for the entire year as figure 4.3 (for different seasons).


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Fig 4.3: Wind rose diagrams

1. March to May (summer season)

WRPLOT View - Lakes Environmental Software

WIND ROSE PLOT:

Wind rose diagram - summer season - march to may

COMMENTS:

MODELER:

M/s. Aquatech Enviro Engineers

DATE:

3/14/2012

PROJECT NO.:

NORTH

SOUTH

WEST EAST

3%

6%

9%

12%

15%

WIND SPEED

(m/s)

>= 11.1

8.8 - 11.1

5.7 - 8.8

3.6 - 5.7

2.1 - 3.6

0.5 - 2.1

Calms: 4.71%

TOTAL COUNT:

2208 hrs.

CALM WINDS:

4.71%

DATA PERIOD:

Start Date: 3/1/2011 - 00:00End Date: 5/31/2011 - 23:00

AVG. WIND SPEED:

3.07 m/s

DISPLAY:

Wind SpeedFlow Vector (blowing to)


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24

1. June to September (monsoon season)


WIND ROSE PLOT:

Wind rose diagram - monsoon season - june to september

COMMENTS:

MODELER:


DATE:

3/14/2012

PROJECT NO.:

NORTH

SOUTH

WEST EAST

4%

8%

12%

16%

20%

WIND SPEED

(m/s)

>= 11.1

8.8 - 11.1

5.7 - 8.8

3.6 - 5.7

2.1 - 3.6

0.5 - 2.1

Calms: 2.87%

TOTAL COUNT:

2928 hrs.

CALM WINDS:

2.87%

DATA PERIOD:


AVG. WIND SPEED:

3.32 m/s

DISPLAY:



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25

1. October to November (post monsoon season)


WIND ROSE PLOT:

Wind rose diagram - post monsoon season - october to november

COMMENTS:

MODELER:


DATE:

3/14/2012

PROJECT NO.:

NORTH

SOUTH

WEST EAST

5%

10%

15%

20%

25%

WIND SPEED

(m/s)

>= 11.1

8.8 - 11.1

5.7 - 8.8

3.6 - 5.7

2.1 - 3.6

0.5 - 2.1

Calms: 5.12%

TOTAL COUNT:

1464 hrs.

CALM WINDS:

5.12%

DATA PERIOD:


AVG. WIND SPEED:

3.29 m/s

DISPLAY:



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1. December to February (winter season)


WIND ROSE PLOT:

Wind rose diagram - winter season - december to february

COMMENTS:

MODELER:


DATE:

3/14/2012

PROJECT NO.:

NORTH

SOUTH

WEST EAST

5%

10%

15%

20%

25%

WIND SPEED

(m/s)

>= 11.1

8.8 - 11.1

5.7 - 8.8

3.6 - 5.7

2.1 - 3.6

0.5 - 2.1

Calms: 3.33%

TOTAL COUNT:

2160 hrs.

CALM WINDS:

3.33%

DATA PERIOD:


AVG. WIND SPEED:

3.25 m/s

DISPLAY:


Chapter-5


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PLANNING BRIEF

5.1 Planning Concept

M/s. Bharat Petroleum Corporation Limited, (A Govt. of India Enterprise), Working under the aegis of Ministry of Petroleum is having Storage and Bottling of LPG at Plot no. 144 to 148, & 115 to 119 Baikampady Industrial area, Mangalore, Dakshina Kannada District. The proposed addition of Carousel will be installed in a new shed adjacent to the existing carousel shed. 5.2 Population Projection

The population projection of Dakshina Kannada District as per 2011 census is

2,089,649.

5.3 Land use planning

5.1 Land-use pattern

Sl. No.

Particulars Area in Acres

Percentage (%)



2 5



5.4 ASSESSMENT OF INFRASTRUCTURE DEMAND

Interior roads are already available for dispatch of material for local

consumers.

Locally available man power will be utilized

The transport vehicle will be hired based on requirement.

5.5 AMENITIES/FACILITIES

Proper site services such as with Drinking water, safety equipments & first Aid will

be provided to the workers.

Chapter-6


Project Report

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PROPOSED INFRASTRUCTURE

6.1 INDUSTRIAL AREA (PROCESSING AREA) M/s. Bharat Petroleum Corporation Limited has proposed to enhance the bottling

capacity from 9274 MT/month to 18548 MT/month.

6.2 GREEN-BELT An area of 29.5 acres (i.e. 73.75 % of the total plot area) is reserved exclusively

for green-belt/landscape development where plantations of indigenous species are

grown

6.3 DRINKING WATER MANAGEMENT The source of water supply for the industry is Bore well. The total water requirement is about 5.5 KLD. 6.4 CONNECTIVITY The project site is well connected with roadways. National highway 17(Edapally

Panvel highway) is about 1.1 km from project site, railway connectivity from most

of the parts which is about 10 km.

6.5 SEWERAGE SYSTEM

The domestic sewage generated from the project is treated in septic tank &

discharged into soak pit. No Industrial effluent is generated in the project other

than cylinder washings which is treated in sedimentation tanks

6.6 SOLID WASTE MANAGEMENT The domestic garbage, solid waste generated goes to soak pit.

6.7 POWER REQUIREMENT & SUPPLY SOURCE The total power requirement for the installation is about 500KVA which is obtained

from MESCOM.

Further diesel generators are installed to serve as alternative sources of power

supply to this unit in emergencies during power failure.

Chapter-7


Project Report

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REHABILITATION & RESETTLEMENT PLAN

M/s. Bharat Petroleum Corporation Limited has proposed to enhance the bottling

capacity from 9274 MT/month to 18548 MT/month (i.e from 22,000 cylinders per

day to 44,000 cylinders per day). Addition of Carousel will be done in new shed

adjacent to the existing carousel shed. So Rehabilitation & Resettlement Plan is

not envisaged

Chapter-8

PROJECT SCHEDULE & COST ESTIMATES

8.1 TIME SCHEDULE: The plant is existing and is under operation, the proposed Addition expected to be completed by Aug, 2016. 8.2 ESTIMATED PROJECT COST:

Total capital investment on the Project is detailed as under

Table 8.1 Capital Investment on the Project

Sl. no.

Cost of In Rupees

1 Construction 100 Lakhs

2 Plant and machinery 1210 Lakhs

Total 1319 Lakhs

Rupees Thirteen Crore nineteen lakhs only

Chapter-9


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ANALYSIS OF PROPOSAL

M/s. Bharat Petroleum Corporation Limited has proposed to enhance the bottling

capacity from 9274 MT/month to 18548 MT/month (i.e from 22,000 cylinders per

day to 44,000 cylinders per day). Following are the benefits of the project.

1. Substantial Socio-economic benefits.

2. Good Techno-commercial viability.

3. Around the project site semi-skilled and unskilled workmen are expected to

be available from local population in these areas to meet the manpower

requirement during construction and Operational phase.

4. There will be employment opportunity for local people during construction

and operation phase.

5. Critical analyses of the existing socio-economic profile of the area indicate

that the impacts of the Project is expected to be of varying nature. The

following are the impacts predicted.

6. Secondary employment will be generated thereby benefiting locals.

7. Thus a significant benefit to the socio-economic environment is likely to be

created due to the project.

8. Improve in Import and Export Business.

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