PRE-FEASIBILITY REPORT FOR PROPOSED New...

PRE-FEASIBILITY REPORT

FOR

PROPOSED

New Speciality Chemical Manufacturing Unit

By

M/s. Catasynth Speciality Chemicals Private Limited

At

Industrial Plot No. 42A, Manglore SEZ Limited,

Village Bajpe, Mangalore, Dakshina Kannada District,

Karanataka – 574142.

[PROJECT TERMED UNDER SCHEDULE 5 (f) SYNTHETIC ORGANIC

CHEMICALS CATEGORY B]

Report Prepared

By

HUBERT ENVIRO CARE SYSTEMS PVT LTD., CHENNAI

March, 2016

Pre- Feasibility report

i

Table of Contents

1. EXECUTIVE SUMMARY ....................................................................................................... 1

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

2.1 IDENTIFICATION OF THE PROJECT ................................................................................. 4

2.2 PROJECT PROPONENT ........................................................................................................ 4

2.3 BRIEF DESCRIPTION OF NATURE OF THE PROJECT ................................................... 5

2.4 NEED FOR THE PROJECT AND ITS IMPORTANCE ........................................................ 6

2.5 DEMAND – SUPPLY GAP .................................................................................................... 7

2.6 IMPORT V/S INDIGENOUS PRODUCTION ....................................................................... 7

2.7 EMPLOYMENT GENERATION DUE TO THE PROJECT ................................................. 7

3. PROJECT DESCRIPTION ...................................................................................................... 8

3.1 TYPE OF THE PROJECT ....................................................................................................... 8

3.2 PROJECT LOCATION ........................................................................................................... 8

3.3 DETAILS OF ALTERNATE SITES CONSIDERED .......................................................... 12

3.4 PROCESS DETAILS ............................................................................................................ 12

3.5 RAW MATERIAL REQUIREMENT ................................................................................... 12

3.6 WATER REQUIREMENT ................................................................................................... 12

3.7 POWER REQUIREMENT .................................................................................................... 13

3.8 WASTE WATER TREATMENT AND DISPOSAL DETAILS .......................................... 13

3.9 SOLID WASTE MANAGEMENT ....................................................................................... 14

3.9.1 Municipal Solid Waste Management ............................................................................. 14

3.9.2 Hazardous Waste Management ..................................................................................... 14

3.10 AIR POLLUTION ................................................................................................................. 15

3.11 NOISE POLLUTION ............................................................................................................ 15

4. SITE ANALYSIS ..................................................................................................................... 16

4.1 CONNECTIVITY .................................................................................................................. 16

4.2 LAND FORM, LAND USE, LAND OWNERSHIP ............................................................. 16

4.3 BUILT UP AREA FOR THE PROJECT .............................................................................. 17

4.4 EXISTING LAND USE PATTERN ..................................................................................... 17

4.5 EXISTING INFRASTRUCTURE ......................................................................................... 17

4.6 CLIMATIC CONDITIONS ................................................................................................... 19

4.6.1 Temperature ................................................................................................................... 19

4.6.2 Relative Humidity .......................................................................................................... 19


ii

4.6.3 Rainfall .......................................................................................................................... 20

4.6.4 Atmospheric Pressure .................................................................................................... 20

4.6.5 Inversion Height ............................................................................................................ 20

4.7 SOCIAL INFRASTRUCTURE AVAILABLE ..................................................................... 20

5 PLANNING BRIEF ................................................................................................................. 22

5.1 PLANNING CONCEPT ........................................................................................................ 22

5.2 POPULATION PROJECTION ............................................................................................. 22

5.3 LAND USE PLANNING ...................................................................................................... 22

6. PROPOSED INFRASTRUCTURE ..................................................................................... 24

6.1 PROPOSED INFRASTRUCTURE FACILITIES ................................................................ 24

6.2 DRINKING WATER MANAGEMENT ............................................................................... 24

6.3 INDUSTRIAL WASTE MANAGEMENT ........................................................................... 24

6.4 POWER REQUIREMENT&SUPPLY/SOURCE ................................................................. 24

7. PROJECT SCHEDULE & COST ESTIMATES ............................................................. 25

7.1 PROJECT SCHEDULE ......................................................................................................... 25

7.2 PROJECT COST ................................................................................................................... 25

8. ANALYSIS OF PROPOSAL ................................................................................................ 26

List of tables

Table 1-1: Project Summary ....................................................................................................... 1

Table 2-1: Products ..................................................................................................................... 5

Table 3-1: Site Co-ordinates ....................................................................................................... 8

Table 3-2 Water Consumption for the Project ......................................................................... 12

Table 3-3: Power and Energy Requirement .............................................................................. 13

Table 3-4: Wastewater sources and Treatment ......................................................................... 13

Table 3-5: Solid Waste.............................................................................................................. 14

Table 3-6: Hazardous waste ...................................................................................................... 14

Table 3-7 Air Emissions ........................................................................................................... 15

Table 4-1Area break up for the proposal .................................................................................. 16

Table 4-2 Built up area break up............................................................................................... 17

Table 4-3 Sensitive areas from site Boundary .......................................................................... 17


iii

Table 4-4: Existing infrastructure within 10km radius from the site ........................................ 18

Table 4-5: Meteorological Data of Dakshina Kannada District (2014- Secondary source) ..... 19

Table 4-6: Proposed project surrounding features .................................................................... 21

Table 5-1 Land use.................................................................................................................... 23

List of Figures

Figure 3-1 Location of the Project site ....................................................................................... 9

Figure 3-2 Project site marked in MSEZ Layout ..................................................................... 10

Figure 3-3 Satellite image of the project site ............................................................................ 10

Figure 3-4 Recent Site Photographs ......................................................................................... 11

Figure 3-5 Satellite image of 5 Km radius project site ............................................................. 11


1

1. EXECUTIVE SUMMARY

The Anthea Group proposes to establish a new manufacturing facility of M/s. Catasynth

Speciality Chemicals Private Limited for manufacturing of Speciality Chemicals at Industrial

Plot No. 42A, Manglore SEZ Limited, Village Bajpe, Mangalore, Dakshina Kannada District, Karnataka

– 574142. The technology for manufacturing of these speciality chemicals has been/will be

developed in the in-house R&D facility of Anthea, located at R-81 TTC Industrial Area, Rabale

MIDC, Navi Mumbai, Maharashtra, which has been DSIR recognized since 2007.

Prior Environmental Clearance is mandated by Ministry of Environment and Forests, as vide

EIA Notification SO 1533, dated September 14, 2006and its amendments for Synthetic Organic

chemicals manufacturing unit. This project falls under schedule no. 5(f): Synthetic organic

chemicals. The category of the project is ‘B’ since the site is located within Mangalore Special

Economic Zone Limited. The proposed project will be developed in the notified industrial area

of MSEZL, which was cleared from MoEF vide their letter number EC no-21-383/2007-IA-III, dated

3rd April 2008.

Table 1-1: Project Summary

S.

NO.

PARTICULARS DETAILS

1. Name of the

Company

M/s. Catasynth Speciality Chemicals Private Limited

2. Location Industrial Plot No.42A, Manglore SEZ Limited, Village Bajpe, Mangalore,

Dakdhina Kannada District, Karanataka – 574142.

3. Nature of the

Project

Proposed project for manufacturing of Speciality Chemicals

4. Total Land area 40,000 Sq. meters

5. Total Built up 38,700 Sq.meters

6. Production

Quantity

Product -Speciality Chemicals – 12000 TPA

By products-Tops and High Boilers – 2000 TPA

Total -14000 TPA

7. Raw material The list of raw materials is provided in Annexure-6.

8. Water Total fresh water requirement is 1,135KLD and it will be sourced from MSEZL.

9. Power Power requirement is 7200 KW and it will be sourced from MESCOM


2

S.

NO.

PARTICULARS DETAILS

10. Man-Power Speciality Chemicals

Managerial –30

Skilled –150

Un-Skilled –65

11. Wastewater S.No. Discharge

KLD

Treatment

Units

Final Disposal point

1 Domestic 35 STP Recycled to

green belt

2 Industrial 315 ETP

(Primary and

Secondary)

CETP of

MSEZL

12. Air Emissions

The Utility emissions will be from boilers and DG sets. DG sets act as

stand by facilities. Adequate stack height will be provided to all the

utilities.

The emissions from the process will mainly be from the reactors during

the manufacturing processes and this will be mitigated by vent

condensers and also provision of scrubbers where required.

Emission

sources

Capacity Air Pollution Control

Measures

Process Emissions

Reactors 72 Reactors

Vent Condensers

Wet scrubbers where ever

required

Utility Emissions

Biolers 2 Nos (4000 kg/hr) - Working

1 Nos ( 4000 kg/hr) - Standby

45 m Stack

Thermic Fluid

Heaters

2 Nos (15,00,000 kcal/hr) -

Working

1 Nos (15,00,000 kcal/hr) -

Standby

45 m Stack

DG Sets 3600 kVA x 2 Nos 2x 15 m Stack


3

S.

NO.

PARTICULARS DETAILS

13. Hazardous and

Solid Waste

S. No. Hazardous

waste category

no.

Description Quantity /Year

1 5.1 Used / spent Oil 5

2 34.3 Chemical sludge from ETP 2400

3 33.3 Discarded containers / barrels /

liners

5

4 28.1 Process residues and waste 8600

5 28.2 Spent carbon / catalyst 120

6 20.3 Distillation Residue 480

14. Noise The major sources of noise generation in the plant area will be DG sets,

boilers and reactors.

Acoustic enclosures will be facilitated to DG sets.

Personal Protective Equipment will be provided to the workers.

Regular maintenance will be ensured.


4

2. INTRODUCTION OF THE PROJECT

2.1 IDENTIFICATION OF THE PROJECT

The objective of this technical Pre-feasibility study of M/s. Catasynth Speciality

Chemicals Private Limited is to furnish detailed information regarding the proposal

to establish a new Greenfield site for proposed “Manufacturing of Speciality

Chemicals” with a total production capacity of 14,000 TPA, at Industrial Plot

No.42A, Manglore SEZ Limited, Village Kalavar, Mangalore, Dakshina Kannada

District, Karanataka – 574142.

2.2 PROJECT PROPONENT

Catasynth Speciality Chemicals Private Limited is a 100% subsidiary of Anthea

Aromatics Private Limited (Anthea) a leading manufacturer of specialty chemicals

used in the Fragrance & Flavour (F&F) industry. Anthea commenced its

manufacturing activities in early 1992 and within a short span of time; the company

established an admirable reputation for itself, specifically with regard to the quality of

its products and services. Within the country, Anthea is the preferred supplier to

many reputed multinational Fragrance & Flavour houses. The company has a strong

presence in the international market also. Exports to the multinationals in Europe,

South America and the Asia-Pacific region, accounts for a significant proportion of

total turnover.

The Anthe Group has two existing joint ventures with Les Derives Resiniqueset

Terpeniques (DRT), a well-established French multinational company, viz.,

M/s.DRT- Anthea Aroma Chemicals Private Limited (DRTAACPL) located at

Roha MIDC in Raigad District, Maharashtra and M/s. Crown Chemicals Private

Limited (CCPL) located at Tarapur MIDC in Thane District, Maharashtra. Both

DRTAACPL and CCPL are 50:50 joint ventures between Anthea and DRT, and both

are 100% Export Oriented Units (EOU) for manufacturing of specialty fine organic

chemicals.


5

2.3 BRIEF DESCRIPTION OF NATURE OF THE PROJECT

The company will implement the proven technologies developed in the DSIR

recognized laboratory of Anthea to manufacture a range of speciality chemicals

starting from Catechol, which will involve a series of complex chemical reactions and

processes. Once the final products are formulated, they undergo purification

processes such as distillation, crystallization, filtration and drying prior to packaging.

The proposed project for manufacturing of speciality chemicals fall under the

Schedule no. 5(f) i.e., Synthetic Organic Chemicals, Category B as per the EIA

notification, 2006 (as amended timely) and needs to obtain prior Environmental

Clearance from the State Environment Impact Assessment Authority (SEIAA), prior

to commissioning of the above proposed project. The list of products that will be

manufactured by the unit along with their production quantities are tabulated in

Table-2.1.

Table 2-1: Products

S.No Products

Product

Quantity(TPA)

1. 1,2-Methylenedioxybenzene (MDB)

[CAS Number: 274-09-9]

6,000

2. Piperonal


2,000

3. Piperonyl Butoxide


2,000

4. Other derivatives of Catechol, MDB and Piperonal

such as Helional [CAS Number: 103-95-7]

Sesamol [CAS Number: 533-31-3]

2,000

5. Tops and High Boilers (By-Product)

Top and Higher Boiling fractions of above products

which can be used in low cost perfumery applications,

as solvents or as fuel.

2,000

TOTAL 14,000


6

2.4 NEED FOR THE PROJECT AND ITS IMPORTANCE

Anthea has developed world-class processes for the manufacture of 1,2

methylenedioxybenzene and Piperonal in their in-house R&D.

Piperonal is used in the F&F industry and also has increased usage in the manufacture

of pharmaceutically active molecules. The proposed process to manufacture Piperonal

uses Catechol as raw material and is a substitute for Piperonal manufactured from

Sassafras Oil, which has led to expensive deforestation of the Sassafras tree in Brazil,

China and South East Asia.

Anthea has filed patent applications for the route to manufacture

1,2methylenedioxybenzene and Piperonal with the Indian Patent Office and under the

Patent Cooperation Treaty.

Piperonyl Butoxide is a very important speciality chemical used world-wide as an

insecticide synergist. The use of this chemical is expected to grow with the increasing

use of insecticides in India and other developing economies. Anthea is currently in

the process of developing a synthetic route to manufacture Piperonyl Butoxide from

1,2-methylenedioxybenzene.

Both MDB and Piperonal are also used as starting materials to manufacture other

high value speciality chemicals used in F&F, pharmaceutical, agrochemical and other

industries.

The proposed project will set up manufacturing capacities of these speciality

chemicals on a global scale to cater to the increasing demand for these speciality

chemicals.It will create a world class facility on par with well-established

organizations.

It will also generate direct and indirect employment opportunities to various levels of

people on the basis of skills.


7

2.5 DEMAND – SUPPLY GAP

The demand for the proposed speciality chemicals is expected to see significantly

increased usage in the coming years in the emerging markets, due to rising incomes

and improved quality of life. The project also envisages gaining market share against

existing European and Asian manufacturers.

2.6 IMPORT V/S INDIGENOUS PRODUCTION

Most of these speciality chemicals are currently being imported into the country and

therefore the project will provide significant import-substitute benefits.

The major starting raw material is Catechol. Catechol maybe indigenously procured

or may be imported. The Company is looking at entering into a long term agreement

with a major manufacturer of Catechol in order to get a favourable sourcing of

Catechol and improve long-term competitiveness.

2.7 EMPLOYMENT GENERATION DUE TO THE PROJECT

The proposed project is expected to provide employment to about 30 staff, 150 skilled

workers and 65 unskilled workers for Speciality Chemicals unit during its operation

phase as per the prevailing norms of state government for skilled and non-skilled

workers. During construction phase, the manpower required will be around 250

workers and they will be employed locally from the nearby area.


8

3. PROJECT DESCRIPTION

3.1 TYPE OF THE PROJECT

The proposed unit is engaged in the manufacture of Speciality Chemicals. The

proposed project falls under the schedule 5 (f)as per the EIA Notification dated

September 14, 2006 and its amendments. There is no interlinked project. The project

is categorized into category ‘B’ as the site is located inside Mangalore SEZ.

3.2 PROJECT LOCATION

The latitude and longitude for the proposed site are 12°58'55.37"N, 74°51'35.38"E

respectively. The plot for the proposed project has been acquired from the Mangalore

Special Economic Zone Limited (MSEZL), which is a notified Industrial area. A

number of other industrial undertakings are being planned and are under execution in

this notified industrial area, notable among them being the Mangalore Refinery and

Petrochemicals Limited (MRPL) and ONGC. Densely populated area is Kalavar

which is 0.45 Km from site boundary towards South. The layout of MSEZ showing

the project site is enclosed in Annexure-5.

The location map of the project site is given in Figure 3.1 and the site marked in

MSEZ Layout is given in Figure 3.2. The satellite image of the project site with the

coordinates is given in Figure 3.3. The Recent Site Photographs are given in Figure

3.4 and satellite image of the site with 5 Km radius is given in Figure 3.5

Table 3-1: Site Co-ordinates

S.No Site Co-ordinates Direction

1. 12°59'7.68"N, 74°52'26.58"E North

2. 12°59'3.00"N, 74°52'22.80"E South West

3. 12°59'0.48"N, 74°52'25.62"E South

4. 12°59'5.70"N, 74°52'29.58"E North East


9

Figure 3-1 Location of the Project site


10

Figure 3-2 Project site marked in MSEZ Layout

Figure 3-3 Satellite image of the project site


11

Figure 3-4 Recent Site Photographs

Figure 3-5 Satellite image of 5 Km radius project site

29/03/2016 29/03/2016 29/03/2016

29/03/2016 29/03/2016


12

3.3 DETAILS OF ALTERNATE SITES CONSIDERED

M/s. Catasynth Speciality Chemicals Private Limited has entered into an MoU

with Mangalore SEZL for long-term lease of land area of 10 acres, located within the

industrial area, where other industrial activities have already been established others

are yet to come up. The industrial area is provided with sufficient water and power

supply. It has well established transportation and communication networks. The site

is well connected to national highway, NMPT- a well-established harbour and airport.

Therefore there is no need for the consideration of an alternative site.

3.4 PROCESS DETAILS

The Manufacturing process flow sheets with waste generation for all the products is

enclosed in Annexure-2.

3.5 RAW MATERIAL REQUIREMENT

The required raw materials for the process of the proposed products are attached in

Annexure-7.

3.6 WATER REQUIREMENT

The total quantity of water required for the proposed project is 1170 KLD. This water

requirement is met from MSEZ. The break up consumption of water is presented in

Table- 3.2.

Table 3-2 Water Consumption for the Project

S.No Requirement Quantity (KLD)

1. Process 295

2. Domestic 40

3. Boiler Feed 80

4. Cooling Tower 720

5. Green belt (recycled from STP) 35

Total 1170

Fresh water requirement 1135


13

3.7 POWER REQUIREMENT

The power required for the project will be sourced from MESCOM. DG sets will act

as the standby facilities and will be utilized in case of power failures. The details of

power requirement and backup power facilities are given in Table 3.3.

Table 3-3: Power and Energy Requirement

Details Requirement Source

Speciality

Chemicals Utility & ETP Office, QC

lab, OHC

Facility etc.

Lighting

Connected Load 7200 (KW) 1200 (KW) 300 (KW) 300 (KW)

Power

Requirement

5760 (KW) 960 (KW) 240 (KW) 240 (KW) MESCOM

Power Back Up 3600 KVA x 2 Nos DG

FO for Boilers 486 kg/hr HPCL,BPCL

FO for Thermic

Fluid Heaters

338 kg/hr HPCL,BPCL

3.8 WASTE WATER TREATMENT AND DISPOSAL DETAILS

Effluent generated from the process will be disposed to Common Effluent Treatment

Plant of MSEZ after primary and secondary treatment. We have MOU with MSEZL

Sewage will be treated through STP and recycled for green belt development. The

source of waste water, treatment methods and the final disposal of each type of

wastewater generated is appended in the Table-3.4.

Table 3-4: Wastewater sources and Treatment

S.No. Effluent Source Discharge

KLD

Treatment

Units

Final

Disposal

point

1 Domestic 35 STP Recycled to

green belt

2 Industrial

315 ETP

(Primary

and

Secondary)

CETP of

MSEZL


14

3.9 SOLID WASTE MANAGEMENT

3.9.1 Municipal Solid Waste Management

The source of municipal waste in the industry will be from the domestic use. The

quantity is proposed to be 108 Kg/day. The details are given in the following Table

3.5

Table 3-5: Solid Waste

S.No Waste Quantity (Kg/day)

1 Organic waste from

canteen, pantry etc.

45

2 Inorganic and paper waste 53

3 STP Sludge 10

3.9.2 Hazardous Waste Management

The various hazardous waste generated from the process are spent catalyst, spent

solvent, process residues, chemical sludge from the effluent treatment plant and

discarded bags from the raw materials section. This will be stored in a separate

hazardous waste storage area and are disposed off by giving it to the authorized

vendors within a stipulated period of time. The type of hazardous waste and the

quantity generated are detailed in the Table- 3.6.

Table 3-6: Hazardous waste

S. No. Hazardous

waste

category no.

Description Quantity

/Year

1 5.1 Used / spent Oil 5

2 34.3 Chemical sludge from ETP 2400

3 33.3 Discarded containers / barrels /

liners

5

4 28.1 Process residues and waste 8600

5 28.2 Spent carbon / catalyst 120

6 20.3 Distillation Residue 480


15

3.10 AIR POLLUTION

The major air pollution sources from the industry are DG sets, boilers, Thermic Fluid

Heaters and reactors. The DG set and boiler sources are provided with stacks of

adequate height so as to disperse the emanating flue gases containing suspended

particulate matter, oxides of sulfur and nitrogen without affecting the ground level

concentrations. The emissions generated from the reactors are scrubbed out by wet

scrubbers. The source of emission, capacity and the various Air Pollution Control

(APC) measures taken are listed in the Table-3.7.

Table 3-7 Air Emissions

3.11 NOISE POLLUTION

The major source of noise pollution in the industry is DG sets, boilers and reactors.

DG sets are provided with integral acoustic enclosures. Also the ambient noise levels

will be ensured within the ambient standards by inbuilt design of mechanical

equipment and buildings apart from vegetation along the periphery and at various

locations within the industry premises. The plant will be specifically designed with

due consideration on minimizing noise pollution. Higher noise levels will be felt only

near the active working areas and therefore the workers are provided with personal

protective equipment as a safety measure.

Emission

sources

Capacity APC measures

Steam Boiler 2 Nos (4000 kg/hr) – Working

1 Nos (4000 kg/hr) – Standby

45 m Stack

Thermic Fluid

Heater

2 Nos (15,00,000 kcal/hr) – Working

1 Nos (15,00,000 kcal/hr ) – Standby

45 m Stack

DG 3600 kVA x 2 Nos 2 nos. of 15m Stack

Reactors 72 Reactors

Vent Condensers

Wet scrubbers wherever

required


16

4. SITE ANALYSIS

4.1 CONNECTIVITY

The proposed site is well connected with all infrastructures like National highway,

Railway, airport.

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

Airport connectivity- The site is about 3.5 km away from the Mangalore

International Airport

Rail connectivity- The site is about 3.75 km away Thokkur railway station.

Road connectivity-The site is located adjacent to MSEZ corridor road and 5.5

Km away from NH-17 Edapally- Panaval Highway

Sea route- The site is located at 6.35 Km from NMPT towards East.

4.2 LAND FORM, LAND USE, LAND OWNERSHIP

The proposed project falls within Plot No 42A. The present land use is industrial. The

lease agreement between MSEZL and Anthea Aromatics Ltd. is enclosed in

Annexure-1. The land use break up for the project is given in Table 4-1.

Table 0-1Area break up for the proposal

S.No. Component Area in Sq.m Area in %

1 Ground coverage for Plants,

Utilities, Stores, Admin, etc.

16200 40.50

2 ETP/STP Area 1500 3.75

3 Piperack 1500 3.75

4 Road and pavements 11,000 27.5

5 Green Belt area 6400 16.0

6 Parking 4000 10.0

Total 40,000 100.0


17

4.3 BUILT UP AREA FOR THE PROJECT

The total built up area for the project is 38700 Sq.m. The details are given in Table 4-

2. The site plan with area details are enclosed in Annexure-4

Table 0-2 Built up area break up

S.No Component No. of floors Area (Sq.m)

1 Plant – 9 blocks G+3 25200

2 Admin and QC G+1 2450

3 Security cabin, OHC etc G+1 1750

4 Stores G 3150

5 Utilities G 3150

6 Piperack 1500

7 ETP 1500

Total 38700

4.4 EXISTING LAND USE PATTERN

The present land use is industrial. The proposed site is within MSEZ Industrial Area.

The details of sensitive areas from the site boundary are given in Table 4-3.

Table 0-3 Sensitive areas from site Boundary

S.No Name Distance (Km)

1. Gurupur River 4 South

2. Arabian Sea coast 6.5 West

3. Plikula zoo & Biological Park 7.2 South East

4.5 EXISTING INFRASTRUCTURE

The site is present in the well-established MSEZL with prior Environmental

Clearance. The site is well connected by MSEZL corridor road to NH 17 (Edapally-

Panaval). The site is situated in a place with good power and water supply. The list of

existing industries available within 10 Km from site is given in Table 4-4.


18

Table 0-4: Existing infrastructure within 10km radius from the site

S.No. Name Location Distance from

site (Km)

1. JBF PTA plant MSEZL Adjacent to site

East

2. Mangalore Refinery Petrochemical

Limited (MRPL)

MSEZL 0.88 North West

3. Indian Strategic Reserve Limited MSEZL 1.8 North

4. HPCL Bala 2.15 West

5. BASF Indian Ltd. Bajpe 3.3 West

6. Kojapady Automobiles Baikampady 3.5 West

7. Primacy Industrial Private Limited Baikampady 4.5 South West

8. Bharat Petroleum Corporation

Limited

Baikampady 5.1 West

9. Konkan Speciality Private Limited Baikampady 5.2 West

10. Ultra Tech Concert Limited Panmbur 5.5 South West

11. CAMPCO, Chocolate Factory Puttur 5.2 South West

12. Mangalore Chemicals and

Fertilizers Limited

Panmbur 6Km South West

13. Indian Oil Tank Farm NMPT 6.5Km South

West


19

4.6 CLIMATIC CONDITIONS

Table 0-5: Meteorological Data of Dakshina Kannada District (2014- Secondary source)

4.6.1 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°C for both

October & November.

4.6.2 Relative Humidity

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.


20

Similarly the maximum values are 77%, 91%, 85%, 66% in the months of May, July,

October & February during the summer, monsoon and post monsoon& winter seasons.

4.6.3 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 DakshinaKannada

District is 3479 mm.

4.6.4 Atmospheric Pressure

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 mb in

July and August. The maximum pressure during the post monsoon season is observed to

be 1011 mb in December and minimum pressure is1000 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.

4.6.5 Inversion Height

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 950m

during the night in the month of July.

4.7 SOCIAL INFRASTRUCTURE AVAILABLE

The social infrastructure facilities available near the site are given in Table 4-6.


21

Table 0-6: Proposed project surrounding features

S.N Name Km

Schools & Colleges

1. Karavali College 7.86SW

2. NIT,Surathkal 7.83NW

3. SNS College 4.35E

4. St. Joseph’s PU college 2.8NE

5. Sri Durga Parmeshwari Temple PU College 7.10NE

6. Chaithanya public school 4.43NW

7. Govinda Das College 6.14SW

8. MV Shetty College 6.56SW

9. AJ Institute of Medical Sciences 9.31SW

10. Karavali College of Pharmacy 9.12SE

11. MSNM Besant Institute of PG Studies 6.5SE

12. Sri Devi Institute of Technology 3.49SE

Religious Places

13. Durga parmeshwari Temple Kateel 7.44 NE

14. Nelliteertha Sri Somanatheshwara Swamyguha temple 6.54 NE

15. Sri Rama Mandir 8.96 NE

16. Vishnu Murthy Temple 5.77 SW

17. Katipalla Jumma Masjid 3.73NW

18. Hasan Hydros Masjid 8.85 SE

19. St. Francis Church 9.21 SE

20. St. Jude Church 8.38NW

21. Jumma Masjid 8.46 SE

22. St. Roque’s Church, Neerude 7.32 NE

23. Malharulawakif Jumma Masjid 9.03 SE

24. Anssariya Jumma Masjid 4.98NW


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5 PLANNING BRIEF

5.1 PLANNING CONCEPT

M/s. Catasynth Speciality Chemicals Private Limited is establishing an unit of

manufacturing capacity 14,000 TPA of speciality chemicals within its land area of

10.0 acres, located at Plot no. Industrial Plot No. 42A, Manglore SEZ Limited, Village

Kalavar, Mangalore, Dakshina Kannada District, Karanataka – 574142.The project site is

easily accessible to the National Highway 17 via MSEZ corridor road. The city of

Mangalore is easily accessible along the existing road. The nearest railway station is

at Thokkur which is at a distance of 3.75Km towards South West and the nearest

airport is Mangalore International Airport which is located at around 3.5 km towards

South East.

5.2 POPULATION PROJECTION

Proposal is for a new industry and there is scope for increase in the population in the

vicinity as most of the skilled workers prefer to stay in the nearby locations to avoid

travelling from long distances. However semi-skilled and indirect employment

potential is from local villages. Hence, there is a possibility of increase in population

of the skilled and semi-skilled. The local villagers will be preferred for the unskilled

jobs such as gardening, movement of materials, etc. Educated youth will be employed

as skilled and semi-skilled workers. However, on the whole there is a possibility of a

slight increase in population of the area.

5.3 LAND USE PLANNING

The total site area is 10.0 acres. The built up area accounts to 41,200 Sq.meters. The

green belt area occupies about 6,000 Sq.meters. The land break up details are

presented in the Table 5-1


23

Table 5-1 Land use

S.No. Component Area in Sq.m Area in %

1 Ground coverage for Plants,

Utilities, Stores, Admin, etc.

16,200 40.50

2 ETP/STP Area 1500 3.75

3 Piperack 1500 3.75

4 Road and pavements 11,000 27.5

5 Parking 4000 10.0

6 Green Belt area 6400 16.0

Total 40,000 100.0


24

6. PROPOSED INFRASTRUCTURE

6.1 PROPOSED INFRASTRUCTURE FACILITIES

Presently the site is an empty land where in M/s. Catasynth Speciality Chemicals

Private Limited has proposed new facilities for manufacturing of speciality

chemicals. It will include the manufacturing Block, Warehouse facility for raw

materials and finished goods, Utilities area, Administration facilities etc.

6.2 DRINKING WATER MANAGEMENT

Potable water will be provided to the employees. It will be sourced from MSEZ as

mentioned in MoU. The MoU agreement is attached in Annexure-1.

6.3 INDUSTRIAL WASTE MANAGEMENT

Specialty Chemicals manufacturing industry typically contributes to liquid waste,

solid waste and gaseous emissions. The management of these wastes is to be handled

responsibly by adopting proper segregation techniques, treatment methods and

dispose to Treatment Storage Disposal Facilities, duly approved by State Pollution

Control Board.

6.4 POWER REQUIREMENT&SUPPLY/SOURCE

Power Requirement for the project is 7200 KV and this will be sourced from

MESCOM. Two DG sets of capacity 3600 KVA each will be used as an alternative

for the power back up in case of power failures.


25

7. PROJECT SCHEDULE & COST ESTIMATES

7.1 PROJECT SCHEDULE

The likely period for commencement of proposed construction activity will be from

first week of October 2016 as it is expected that the project will be in a position to

obtain Environmental Clearance from SEIAA and Consent for Establishment from

the State Pollution Control Board.

7.2 PROJECT COST

The total investment proposed for the site is approximately Rs. 200 Crore in various

phases to ensure adequate match and time-gap between projected investment and

revenue accretion. In Phase I of the project, an investment of approximately Rs. 90

crores excluding the land and the other site development requirements will be made.


26

8. ANALYSIS OF PROPOSAL

The proposed project will be developed in the notified industrial area of

MSEZL.

It is expected to increase the job opportunities to those who reside nearby to

the project area.

During the construction phase, many people will be employed, as a result of

which the socio-economic conditions will improve.

Due to the rain water harvesting system, water table level in the project area

will increase which is beneficial.

The proposed project will meet the market demand of these valuable products

and make it available to the costumers at an affordable price.

The green belt development will enhance the aesthetic value of the local

environment.

Date post:	06-Mar-2018
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