PRE FEASIBILITY REPORT - Welcome to...

PRE FEASIBILITY REPORT

FOR OBTAINING

PRIOR ENVIRONMENT CLEARANCE

FOR

ADDITION OF NEW PRODUCTS

IN THE EXISTING BULK DRUG

MANUFACTURING UNIT

OF

M/s. MEDINEX LABORATORIES PVT. LTD.

LOCATED AT

Plot No: 2 & 3, Survey No: 277/1,

Vill: Ukharala, Tal: Ghogha,

Dist: Bhavnagar

mailto:[email protected]

INDEX

CHAPTER

NO. TITLE

PAGE

NO.

1. Executive Summary 1

2. Introduction of Project / Background Information 3

3. Project Description 5

4. Site Analysis 11

5. Planning Brief 15

6. Proposed Infrastructure 17

7. Rehabilitation and Resettlement (R & R) Plan 18

8. Project Schedule & Cost Estimates 19

9. Analysis of Proposal 20

PRE-FEASIBILITY REPORT M/s. MEDINEX LABORATORIES PVT. LTD.

[1]

1. EXECUTIVE SUMMARY

M/s. Medinex Laboratories Pvt. Ltd. (MLPL) is involved in manufacturing of Bulk Drugs. MLPL

proposes to produce new products in addition of old products within existing premises located at Plot

No: 2 & 3, Survey No: 277/1, Vill: Ukharala – 364 005, Tal: Ghogha, Dist: Bhavnagar, State: Gujarat.

As the unit is going to add new products in synthetic organic chemical activity and project location is

not within GIDC/notified industrial area, therefore it requires prior EC. Thus, the project falls under

category A of schedule 5(f). MLPL has already got EC from MoEF and valid CC&A for existing

products. There shall be no forest, wild life sanctuary, eco sensitive area present within 10 km area

from the project site.

New products will be manufactured in the existing land, building and machinery. Therefore, no

additional construction will require for new products.

There shall be no additional power requirement for new products. Existing power is adequate for the

proposed project.

There shall be no process emission from the new products as well as existing products. There is one

existing boiler of capacity 400 kg/hr. There shall be no need of any new boiler for proposed product. F.

O will be used as a fuel in boiler.

The water required for domestic & industrial purpose will be sourced from existing borewell & tubewell

(common facility between MLPL & their system firm M/s. Medinex Speciality Chemicals Pvt. Ltd.)

located within project premises. Ground water application is made to CGWA. Domestic effluent shall

be disposed in to existing Septic tank / Soak pit system. Industrial effluent after primary, secondary

and tertiary treatment and conforming to the prescribed standards shall be reused for green belt

development within premise.

At present, one common ETP is provided for MLPL & their sister firm (adjacent to boundary) namely

M/s. Medinex Speciality Chemicals Pvt. Ltd & treat their combined effluent, as their quality of effluent

have similar in nature & characteristics. Existing ETP has adequate spare capacity to treat existing &

proposed quantity of industrial effluent.

Hazardous waste generated from the process and other industrial activity will be stored in a separate

hazardous storage area and then it will be disposed at nearest TSDF site for secured land filling or at

hazardous waste incinerator facility. The unit has got membership of M/s. Naroda Enviro Projects Ltd.

For disposal of ETP sludge, Hyflow powder & spent carbon and membership of M/s. Nandesari Enviro

Control Ltd. for disposal of process residue.


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The municipal solid wastes generated during operation phase will be collected in separate bin and

disposed to nearest Nagar Palika or Gram Panchyat site.

Proper safety will be provided during storage, handling and use of hazardous substance. Portable Fire

Extinguishers shall be provided at key location.

Rain Water Harvesting System proposed within project premises to avoid wastage of rain fall. The net

plot area is 9905.25 m2. The site is divided into 5 pockets varying from 2000 m2 depending upon site

layout. Each pocket will have scientifically designed independent rain water harvesting well.

Total area of project site is 9905.25 m2. Existing green belt area is 2250.29 m2 and proposed 1190.35

m2 area will be developed as a green belt. Therefore, Total green belt area will be 3440.64 m2.

Due to addition of new products, employment generation will be more than 6 people (4 men + 2

women). There is already 15 employees (9 men + 6 women) working at existing plant. Therefore Total

employment from this project will be 21 people (13 men + 8 women).


[3]

2. INTRODUCTION OF PROJECT / BACKGROUND INFORMATION

2.1 IDENTIFICATION OF PROJECT AND PROJECT PROPONENT

M/s. Medinex Laboratories Pvt. Ltd. (MLPL) proposes to produce new products in addition of old

products within existing premises located at Plot No: 2 & 3, Survey No: 277/1, Vill: Ukharala – 364

005, Tal: Ghogha, Dist: Bhavnagar, State: Gujarat.

List of existing products and new products to be manufactured within existing premises is as

under;

LIST OF PRODUCT

Sr. No.

Name of the Product Product

Code Quantity

(Kg/Month)

Existing

1. Adrenaline Bitartrate A1 50

2. Noradrenaline Bitartrate A2 25

3. Dihydralazine Sulphate Hydrate B1 250

4. L-Glutamic acid B2 250

5. Hydrochlorothiazide B3 2000

6. Adrenochrome Mono Semicarbazone C1 100

7. Isoprenaline Sulphate C2 25

8. Isoprenaline Hydrochloride C3 25

9. Dipivefrine Hydrochloride C4 25

Proposed

10. Dimenhydrinate D1 500

11. L-Glutamic acid Hydrochloride D2 1500

12. Ambroxol Hydrochloride D3 1000

13. Acebrofylline D4 500

14. L-Pyro Glutamic acid D5 1000

Plant consist of production activity in three series namely A, B & C. At present, A1 & A2 is

connected in series A, B1 to B3 is connected in series B, C1 to C4 is connected in series C. Either

product A1 or A2 is manufactured at a time. Either product B1 or B2 or B3 is manufactured at a

time. Either product C1 or C2 or C3 or C4 is manufactured at a time. Only one product will be

produced at a time in three different series A, B & C. Addition of new products will be carried out in

spare capacity of C series. Thus any one product either from C1 to C4 or D1 to D5 will be

produced at a time. Therefore existing land, building and machinery is adequate for the production

of new products and no new construction activity will be required for the same.


[4]

PROJECT PROPONENT

M/s. Medinex Laboratories Pvt. Ltd. (MLPL) is a private limited company. Mr. Kirti Thakkar is a

director of MLPL. The promoters of MLPL are highly qualified and have global experience. Mr. N.

K. Shah is a manager of company.

2.2 NATURE OF THE PROJECT

The process for manufacturing of the bulk drugs has been developed by in-house R & D. The

primary purpose of the new products addition is to manufacture important & some life saving bulk

drugs.

Wastewater generated from process & utility will be treated in effluent treatment plant and after

necessary treatment it will be utilized for gardening purpose within premises.

There shall be no process emission from project.

2.3 NEED FOR THE PROJECT

Due to market demand, MLPL proposes to produce new products within existing premises. MLPL

is manufacturing some important and some life saving bulk drugs which are important for the

human health.

2.4 EMPLOYMENT GENERATION (DIRECT & INDIRECT) DUE TO THE

PROJECT

Due to addition of new products, employment will be increased. The unit will hire local people from

the nearby villages.

Due to addition of new products, employment generation will be more than 6 people (4 men + 2

women). There is already 15 employees (9 men + 6 women) working at existing plant. Therefore

Total employment from this project will be 21 people (13 men + 8 women).


[5]

3. PROJECT DESCRIPTION

3.1 TYPE OF PROJECT

The unit is engaged in manufacturing of bulk drugs and intends to add new products of same

category. The concept of proposed project is to manufacture new products within the existing

production facility. There are total 14 products (Existing product – 9 Nos. + New products – 5 Nos.)

will be manufactured in three different product manufacturing lines. Hence at a time only three

products will be manufactured.

3.2 LOCATION

The latitude and longitude of the project site are between 21°39'9.75 "N to 21°39'12.09 "N and

72°08'29.88 "E to 72°08'34.93 "E respectively.

LOCATION OF THE PROJECT

3.3 DETAILS OF ALTERNATE SITES

MLPL proposes to produce new products in the existing premises having all adequate

infrastructure available for manufacturing of new products. Therefore, no alternate site is

considered for the new product.

3.4 SIZE / MAGNITUDE OF OPERATION

Manufacturing of new products will be carried out within existing premises.


[6]

3.5 PROJECT DESCRIPTION WITH PROCESS DETAILS

Project description with process, chemical reaction and mass balance is attached in Annexure – 5

of EC application.

3.6 RAW MATERIAL WITH REQUIRED QUANTITY, SOURCE, MARKETING AREA OF FINAL PRODUCTS, MODE OF TRANSPORT OF RAW MATERIAL AND FINISHED PRODUCT

For Product and Raw material with required quantity, please refer Annexure – 1 of EC application

and for its source, marketing area of final products and mode of transportation, please refer

Annexure – 6 of EC application.

3.7 RESOURCE OPTIMIZATION / RECYCLING AND REUSE

Industrial effluent generated from the various processes will be treated in effluent treatment plant.

Effluent after primary, secondary and tertiary treatment and conforming to the prescribed

standards shall be utilized for gardening within premises.

Rain water harvesting will be adopted.

3.8 AVAILABILITY OF WATER, ITS SOURCE, ENERGY / POWER REQUIREMENT AND SOURCE

Water Availability & Its Source

Source of Water: Bore well & Tube Well

WATER CONSUMPTION

Sr. No.

Category Type of water Water Consumption (L/day)

Existing Proposed Total

1. Domestic (Sanitary+ Drinking) Fresh water 1000 225 1225

i. TOTAL 1000 225 1225

2. Process DM Water 695 975 1670

3. Boiler (Make-up) Softened Water 600 50 650

4. Cooling Tower (Make-up) Softened Water 150 50 200

5. Washing (Q.C.+ R & D + Floor) Fresh Water 100 25 125

6. Softener (Backwash & regeneration)* Fresh Water 50 --- 50

7. DM plant (Regeneration & Backwash)** Fresh Water 350 400 750

8. Gardening

Fresh Water 7951.66 1870.90 9822.56

Treated Water 1049.50 2890.50 3940.00

Total for Gardening 9001.16 4761.40 13762.56

ii. TOTAL 9896.66 3370.90 13267.56

GRAND TOTAL (i + ii) 10896.66 3595.90 14492.56


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Energy / Power Requirement & Its Source

There is no additional electric power requirement for proposed products. Existing connected load

(power) is adequate for the additional new products.

Existing Energy details:

Source: Paschim Gujarat Vidyut Company Ltd.

Connected Load: 250 KVA

For power back up: one battery operated inverter – 5 KVA

3.9 QUANTITY OF WASTES TO BE GENERATED (LIQUID AND SOLID) AND SCHEME FOR THEIR MANAGEMENT / DISPOSAL

(A) Quantity of Liquid Waste to be Generated & Its Management / Disposal:

WASTEWATER GENERATION

Sr. No.

Category Wastewater Generation (L/day)

Existing Proposed Total

1. Domestic (Sanitary+ Drinking) 800 180 980

i. TOTAL 800 180 980

2. Process 755 1475 2230

3. Boiler (Blow-down) 42 3 45

4. Cooling Tower (Blow-down) 7.50 2.50 10

5. Washing (Q.C. + R & D + Floor) 80 25 105

6. Softener (Backwash, & regeneration)* 50 --- 50

7. DM plant (Regeneration & Backwash)** 350 300 650

8. Gardening --- --- ---

ii. TOTAL 1284.50 1805.50 3090

GRAND TOTAL (i + ii) 2084.50 1985.50 4070

DESCRIPTION OF EFFLUENT TREATMENT PLANT

The wastewater generated from process as well as from the utility will be given primary, secondary

and tertiary treatment. At present, one common ETP is provided for MLPL & our sister firm

(adjacent to plot boundary) namely M/s. Medinex Speciality Chemicals Pvt. Ltd. (MSCPL) and treat

their combined effluent, as their quality of effluent have similar in nature and characteristics. The

treated wastewater will be utilized for gardening purpose within premises.

Furthermore, our both firm is going to expand their production activity and thus our existing effluent

load will be increased, which ultimate effect on performance of existing ETP. Thus, to evaluate

ETP capacity, it is necessary to determine quantity of effluent generating and to be generated from

both plant and which is as under….


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Name of Unit Existing

Quantity (Lit/Day) Proposed

Quantity (Lit/Day) Total Quantity After Expansion (Lit/Day)

M/s. Medinex Laboratories Pvt. Ltd. 1284.50 1805.50 3090.00

M/s. Medinex Speciality Chemicals Pvt. Ltd. 135.00 1085.00 1140.00**

TOTAL 1419.50 2890.50 4230.00

** In Medinex Speciality Chemicals Pvt. Ltd., Out of 10 products only one product will be produced at a time.

Therefore, after expansion total maximum wastewater generation from process will be 900 Lit/Day.

Thus, total 4.23 m3/day effluent will be generated from both unit.

Therefore evaluation of ETP capacity will be determined with respect to proposed 4.23 m3/day of effluent load.

At present, the ETP consist of following details:

DESIGN DATA OF EFFLUENT TREATMENT PLANT

Sr. No.

Name of Unit Qty. Size Capacity Retention

Time Evaluation

1 Equalization cum Neutralization Tanks

02 1.5 m x 1.5 m x 2.2 m

SWD + 1.2 m F. B. 4.45 m

3 1 Day Adequate

2. Primary Settling Tank 01 1.25 m Ø x 1.0 m SWD

+0.3 m FB + 0.5 m 4.91 m

3 1 Day Adequate

3. Aeration tank Stage I 01 3.5 m x 3.5 m x 3.0 m

SWD + 0.5 m FB 36.75 m

3 9 Day Adequate

4. Secondary Settling Tank Stage I 01 1.0 m x 1.5 m x 1.0 m

SWD + 0.3 m FB + 0.5 m 1.5 m

3 9 hr Adequate

5. Aeration tank Stage II 01 1.25 m x 1.25 m x 3.0 m

SWD + 0.5 m FB 4.6875

m3

1 Day Adequate

6. Secondary Settling Tank Stage I 01 1.0 m x 1.5 m x 1.0 m

SWD + 0.3 m FB + 0.5 m 1.5 m

3 9 hr Adequate

7. Treated Water sump 01 3.15 m Ø x 2.2 m SWD + 0.3 m FB

68.61 m3 16 Day Adequate

8. Pressure Sand Filter 01 --- 1 m3/hr. --- Adequate

9. Activated Carbon Column 01 --- 1 m3/hr. --- Adequate

10. Sludge Drying Beds 02 1.2 m X 1.2 m 1.44 m2 --- Adequate

TREATMENT SYSTEM OF EFFLUENT TREATMENT PLANT

The effluent from the process plant is collected in a collection sump, where plain aeration will be

given. After plain aeration, effluent is pumped to the 2nd collection tank where chemical treatment is

given using lime and alum. After then effluent is allowed to primary settling tank where suspended

solids are settled.

Clear water from settling tank is taken into aeration tank no.1. In this tank, extended type aeration

system is adopted. Biological treatment is given to reduce BOD & COD and over flow of treated

effluent is taken to Secondary clarifier No.1. From Secondary clarifier no.1, it is transferred to 2nd

stage Aeration tank from where the effluent is transferred to secondary clarifier no.2 and then

effluent is pumped to pressure sand filter and activated carbon column to further reduce COD &

BOD by adsorption method, from where treated effluent is allowed in collection tank. The treated

effluent is then reutilized for gardening.


[9]

Sludge generated from bottom of primary settling tank & secondary settling tank is either

recirculated back to aeration tank or it will allowed on to Sludge Drying Bed as per MLSS

concentration requirement to maintain it between 2500-3000 mg/lit. Leachate generated from

Sludge Drying Bed is collected and sent back to equalization cum neutralization tank. Dried sludge

will be transfer to Hazardous Waste Storage Area for its final disposal to TSDF site.

Disposal of Wastewater:

Domestic effluent shall be disposed in to existing Septic tank / Soak pit system.

Industrial effluent after primary, secondary and tertiary treatment and conforming to the prescribed

standards shall be reused for green belt development within premise.

(B) Quantity of Solid Waste to be Generated & Its Management / Disposal:

Hazardous/solid waste generated from the process, effluent treatment plant and other industrial

activity will be stored in a separate hazardous waste storage area and it will be disposed at nearest

TSDF site for further treatment and disposal.

Sr. No.

Type of Waste

Quantity

Schedule-I Facility Existing Proposed

Total After Addition of

New Products

1. ETP Sludge 0.720 t/year

0.450 t/year

1.17 t/year

34.3

Collection, Storage, Transportation, Disposal at TSDF site for secured landfill.

2. Used Oil 0.10

t/year 0.05

t/year

0.15 t/year

5.1 Collection, Storage, Transportation, Disposal by selling to Registered Re-refiners approved by GPCB

3. Discarded Containers

60 Nos./year

30 Nos./year

90 Nos./year

33.3 Collection, Storage, Decontamination and Discarded to registered re-cyclers approved by GPCB

4. Spent Catalyst / Spent Carbon

0.5 t/year

--- 0.5

t/year 28.2

Collection, Storage, Transportation, Disposal at TSDF site for secured landfill.

5. Process Residue / Wastes

5.240 t/year

0.30 t/year

5.54 t/year

28.1 Collection, Storage, Transportation, Disposal at Hazardous Waste Incinerator for incineration at CHWIF.

6. Hyflow Powder 0.9

t/year 0.20 t/year

1.1 t/year

--- Collection, Storage, Transportation, Disposal at TSDF site for secured landfill.

The unit has got membership of M/s. Naroda Enviro Projects Ltd. For disposal of ETP sludge,

Hyflow powder & spent carbon and membership of M/s. Nandesari Enviro Control Ltd. for disposal

of process residue.


[10]

3.10 SCHEMATIC REPRESENTATIONS OF THE FEASIBILITY DRAWING WHICH GIVE INFORMATION OF EIA PURPOSE

SCHEMATIC REPRESENTATIONS OF PROJECT

NOTE:

MLPL proposes addition of new products within the existing production facility. We have already

carried out Environment Impact Assessment (EIA) study for the existing products in the year 2006 and

also conducted public hearing.

Looking to our expansion capacity, material handling and storage capacity, water and fuel consumption

and its requirements, source of emission and its rate, ETP and its capacity, greenbelt and its proposed

management scenario, we purely believe that our project can not cause any longer impact on our

surrounding environment.

Thus, we request you to kindly exempt our project from EIA and Public Hearing process.

Location of

Project

Activity

Outside

GIDC/notified area.

Thus, project falls

under category A

Production of Bulk Drugs in

synthetic organic chemical

activity. Thus, falls under

schedule 5(f)

Thus, overall project require

EIA as per MoEF notification

& it attracts EIA


[11]

4. SITE ANALYSIS

4.1 CONNECTIVITY

The project site is well connected with all infrastructures like National Highway, Railway, Airport,

telephone, internet, fax, post, etc.

Nearest town, city, district headquarters is Bhavnagar located 12.35 km in N direction from the

project site.

National Highway No. 51 is located 140.47 m in E direction.

Nearest railway station is Vartej located 13.65 km in NW direction from the project site.

Nearest airport is Bhavnagar located 11.99 km in NNE direction from the project site.

4.2 LAND FORM, LAND USE AND LAND OWNERSHIP

The land is non agriculture. The land is totally flat. Addition of new products will be carried out

within existing premises. No new land required. The ownership of the land is unit itself. The

proposed project will not cause any permanent or temporary change to land use.

LAND AREA BIFURCATION

Sr. No.

Title Existing Proposed

Total Area After Expansion

Area (m2) Area (%) Area (m2) Area (%) Area (m2) Area (%)

1. Plant facilities 972.02 9.81 --- --- 972.02 9.81

2. Utilities

a. Fuel

258.15 2.61 --- --- 258.15 2.61

b. Water

c. Hazardous chemical storage

d. Raw material storage

e. Baby boiler (Non IBR)

f. Cooling Tower

3. Green belt 2250.29 22.72 1190.35 12.02 3440.64 34.73

4. Open space 6358.79 64.19 1190.35* 12.02 5168.44 52.18

4. Environmental facilities 66.0 0.67 --- --- 66.0 0.67

TOTAL 9905.25 100 --- --- 9905.25 100

* 1190.35 m2 Open space area will be reduced from the existing open space facility because of

Proposed garden will be provided in that area.

4.3 TOPOGRAPHY

As no new construction/land required due to addition of new products, topography will not change.

For Topography map, please refer Annexure – 2 of EC application.


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4.4EXISTING LAND USE PATTERN, SHORTEST DISTANCE FROM THE PERIPHERY OF THE PROJECT TO PERIPHERY OF THE FOREST, NATIONAL PARK, WILD LIFE SANCTUARY, ECO SENSITIVE AREA, WATER BODIES (DISTANCE FROM THE HFL OF THE RIVER), CRZ

The land is non agriculture. The project site does not fall in the CRZ area it does not located in

notified industrial area. There shall be no forest, wild life sanctuary, eco sensitive area provided

within 10 km from the project site. The details of water bodies and nearest park are mentioned

below:

Lakhanka Dam is 4.93 km in NNW direction from the project site.

Gaurishankar Lake is 8.91 km in NNW direction from the project site.

Victoria Park is 9.63 km in NNW direction from the project site.

Velavadar National Park is 42.56 km in N direction from the project site.

CRZ area (HTL) is 10.27 km in NEE direction from the project site.

For Land Use, Please refer Annexure – 4 of EC application.

4.5 EXISTING INFRASTRUCTURE

New products will be manufactured within existing production facility and infrastructure available.

The project site is well connected with all infrastructures like National Highway, Railway, Airport,

telephone, internet, fax, post, etc.

Nearest town, city, district headquarters is Bhavnagar located 12.35 km in N direction from the

project site.

National Highway No. 51 is located 140.47 m in E direction.

Nearest railway station is Vartej located 13.65 km in NW direction from the project site.

Nearest airport is Bhavnagar located 11.99 km in NNE direction from the project site.

4.6 SOIL CLASSIFICATION

Soil in the study area primarily Sandy Loam and Silty Loam. Porosity is an important soil

parameter for any project where flow of water through soil or rock is a matter of concern.

Electrical Conductivity (EC) of soil depends on the porosity, water content, salinity level, cation

exchange rate and temperature.


[13]

The soil characteristics at the project site is as mentioned below:

SOIL CHARACTERISTICS

Sr. No. Parameter Result

1. Gravel 0 %

2. Sand 39 %

3. Silt 59 %

4. Clay 2 %

5. Texture Silty Loam

6. Field Dry Density 1.694 gm/cc

7. Field moisture content 5.63 %

8. Specific Gravity 2.693

9. Porosity 55.79 %

10. Permeability 4.29 X 10-4 cm/sec

11. Water holding capacity 42 mm/cm

12. Salinity 10% solution 90.3

13. pH 10% solution 8.87

14. Electrical Conductivity 6160 m.mhos/cm

15. Cation Exchange Capacity 73 mg/gm of soil

16. Sodium 17.90 %

17. Potassium 0.0048 %

18. Iron 0.01 %

19. Copper 0.005 %

20. Zinc N. D.

21. Manganese 0.006 %

22. Nickel 0.0009 %

23. Sodium absorption ratio 17.3 mg/l


[14]

4.7 CLIMATIC DATA FROM SECONDARY SOURCES

Climatic data from the secondary sources available from IMD, Bhavnagar is summerized in the

below table:

CLIMATIC DATA OF YEAR 2011

Month Jan Feb Mar Apr May Jun Jul Aug Sep Oct

Average max.

temperature °C 27.5 30.6 35.9 38.5 39.4 38.5 33.2 31.6 32.5 35.2

Average min.

temperature °C 12.4 16.5 20.4 25.3 26.6 28.4 25.6 25.1 24.6 23.5

Average Relative humidity (%) (8.30 hrs)

63 64 42 42 64 68 83 89 84 68

Average Relative humidity (%) (17.30 hrs)

32 30 19 21 43 47 74 82 73 40

Average rain fall

(mm) 0 0 0 0 0 0 10.6 8.9 3.5 0

4.8 SOCIAL INFRASTRUCTURE AVAILABLE

Bhavnagar has a university of its own offering courses in professional disciplines such as

management, computer applications, etc apart from the conventional courses.

Bhavnagar hosts a number of Engineering, Medical, Nursing, ayurvedic, and physiotherapy

Colleges and Industrial Training Institutes.

The Government Medical College and Swami Vivekanand Homeopathic Medical College affiliated

with Bhavnagar University in Bhavnagar city offer MBBS and BHMS degrees respectively.

Bhavnagar has several hospitals for providing a comprehensive range of medical services backed

by modern technology and trained clinicians. There are 13 community and 47 primary health

centers present in the district.

A well established post collection centre, telephone network, road network is available surrounding

area of project.

http://en.wikipedia.org/wiki/Humidity

http://en.wikipedia.org/wiki/Humidity


[15]

5. PLANING BRIEF

5.1 PLANNING CONCEPT

MLPL is involved in the manufacturing of Bulk Drugs. At present, MLPL is manufacturing 9

products and planning for manufacturing of 5 new products within the existing production facility.

All the basic facilities like tap water, sanitation & drinking water, lunch space & First aid box is

provided within premises.

The project site is well connected with the road, railway, air & port. Finished products and raw

materials will be transported through road. There is no requirement for the development of other

road or railway.

5.2 POPULATION PROJECTION

Due to addition of new products employment generation will be more than 6 people (4 men + 2

women). There are already 15 employees (9 men + 6 women) working in the existing plant. Total

employment from this project will be 21 people (13 men + 8 women).

5.3 LAND USE PLANNING

The breakup of the land area is mentioned in the below table:

LAND AREA BIFURCATION

Sr. No.

Title Existing Proposed Total Area After Expansion

Area (m2) Area (m

2) Area (m

2)

1. Plant facilities 972.02 --- 972.02

2. Utilities

a. Fuel

258.15 --- 258.15

b. Water

c. Hazardous chemical storage

d. Raw material storage

e. Baby boiler (Non IBR)

f. Cooling Tower

3. Green belt 2250.29 1190.35 3440.64

4. Open space 6358.79 1190.35 5168.44

4. Environmental facilities 66.0 --- 66.0

TOTAL 9905.25 --- 9905.25


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5.4 ASSESSMENT OF INFRASTRUCTURE DEMAND (PHYSICAL & SOCIAL)

The project site is well connected with all the infrastructure facilities. Addition of new production will

be carried out within the existing production facility and infrastructure available.

No new infrastructure will be required. Local people will be hired for new products and they will be

trained within unit. Thus, no social infrastructure will require.

5.5 AMENITIES / FACILITIES

All the basic facilities like tap water, sanitation & drinking water, lunch space is provided within

premises.

First aid box, free medicines & doctor service (on call basis) is provided.

Adequate PPE’s is provided to all workers.


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6. PROPOSED INFRASTRUCTURE

1. Industrial Area 9905.25 m2

2. Residential Area Not Applicable

3. Green Belt Existing – 2250.29 m2

Proposed – 1190.35 m2

Total – 3440.64 m2

4. Social Infrastructure Social infrastructure available within 10-15 km from project

site.

5. Connectivity Nearest Railway Station – Vartej railway station 13.65 km

in NW direction

Nearest Airport – Bhavnagar Airport 11.99 km in NNE

direction

Nearest Highway – National Highway No. 51 140.47 m in E

direction.

6. Drinking Water Management Source of water for domestic purpose will be from existing

borewell & tubewell.

7. Sewerage System Domestic effluent shall be disposed in to existing Septic tank / Soak pit system.

Industrial effluent after primary, secondary and tertiary treatment and conforming to the prescribed standards shall be reused for green belt development within premise.

8. Industrial Waste Management Process Residue – Collection, Storage, Transportation,

Disposal at Hazardous Waste Incinerator for incineration at

CHWIF

ETP sludge, Spent carbon, Hyflow Powder – Collection,

Storage, Transportation, Disposal at TSDF site for secured

landfill

Discarded containers – Collection, Storage,

Decontamination and Discarded to registered re-cyclers

approved by GPCB/CPCB

Used oil – Collection, Storage, Transportation, Disposal by

selling to Registered Re-refiners approved by

GPCB/CPCB.

9. Solid Waste Management MSW disposed to nearest Nagar Palika or Gram Panchyat

site.

10. Power Requirement & Supply /

Source

Source: Paschim Gujarat Vidyut Company Ltd.

Connected Load: 250 KVA

For power back up: one battery operated inverter – 5 KVA


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7. REHABILITATION AND RESETTLEMENT (R & R) PLAN

New products will be manufactured in the existing land, building and machinery therefore

no Rehabilitation & Resettlement (R & R) plan is involved in the production of new

products.


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8. PROJECT SCHEDULE & COST ESTIMATES

8.1 LIKELY DATE OF START OF CONSTRUCTION AND LIKELY DATE OF

COMPLETION

MLPL has already got EC from MoEF and valid CC&A for existing products. Production of new

products shall be started after getting Environment Clearance from MoEF and consent from

GPCB.

8.2 PROJECT COST ESTIMATION

The proposed project is addition of new products within the existing production facility. Estimated

cost for the proposed project is as under;

Details Description Approximate

Recurring Cost Per Annum (Rs. in Lacs)

Approximate Capital Cost (Rs. in Lacs)

Land No new land required for the

proposed project

-- --

Building No new building required for the

proposed project

-- --

Plant & Machinery No new machinery required for

the proposed project.Any one

product either from series C or D

will be produced at a time

-- --

Raw Material &

Finished Product

Storage area

Existing raw material & finished

product storage area is adequate

for new products

-- --

Air Pollution Control

System

In boiler F.O will be used as a fuel

and there shall be no process

emission from project. Therefore,

Air pollution control system will

not required

-- --

ETP Existing ETP capacity is adequate. -- --

Green Belt

Development

Existing green belt area is

2250.29 m2. Proposed

1190.35 m2 area will be

developed as a green belt

0.50 2.00

Rain Water Harvesting

System

Rain Water Harvesting System

proposed within project premises 1.00 4.00

CSR Activity Will Donate computer to nearby

village school -- 1.00

TOTAL 1.50 7.00


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9. ANALYSIS OF PROPOSAL

9.1 FINANCIAL AND SOCIAL BENEFITS WITH SPECIAL EMPHASIS ON THE

BENEFIT TO THE LOCAL PEOPLE INCLUDING TRIBAL POPULATION, IF

ANY, IN THE AREA

No tribal population exists within 10 km radius of project area.

Due to proposed project it is expected that employment will increase for people who reside nearby

project area. Approx. 4 men & 2 women will get employment directly.

Due to increase in raw material and product transportation activity, indirect employment will

generate.

As local people will get job, their living status will increase.

Due to rain water harvesting system, water table level in project area will increase which is

beneficial to surrounding farmers.

Due to green belt development, aesthetic value of local environment will improve.

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